Gosgortkhnadzor Russia
NTC "Industrial Security»

Series 05.

Safety regulatory documents
supervisory and permit
in the coal industry

Release 12.

In this collection, the regulatory and technical documents of the Gosgortkhnadzor of Russia, developed for the implementation of the Federal Law of the Federal Law "On Industrial Safety of hazardous production facilities" and the Decree of the Government of the Russian Federation of December 25, 1998 No. 1540 "On the use of technical devices on hazardous production facilities "

Requirements for regulatory and technical documents are required for developers, manufacturers of means of transport for underground mining, as well as joint-stock companies, enterprises and organizations (regardless of the ownership), maintenance, maintenance, repair, testing and certification of the specified equipment.

Employees of NSC GP - IF them took part in the development of documents included in the collection. A.A. Skohinsky, elder, Mos "Certium", supervision control in the coal industry Gosgortkhnadzor of Russia.

With the introduction of regulatory documents included in the collection of regulations)

Temporary standards and technical requirements for the safe operation of diesel locomotives (machines) in coal mines, approved by the USSR Gosgortkhnadzor 15.04.75;

Temporary requirements
Safety during operation
Monorail roads in coal mines

RD 05-323-99

1. GENERAL PROVISIONS

1.1. These temporary requirements apply to the operation of underground loads and cargo monorail roads with a cable traction body *.

* The rules of operation of monorail roads with diesel drives are set forth in Specifications By safe operation transport machines With diesel drive in coal mines.

1.2. The operation of monorail roads should be carried out in accordance with the provisions of safety rules in coal mines, Rules technical exploitation coal and shale mines, real temporary requirements and factory operational documentation.

1.3. The commissioning of the monorail road is carried out after its running in and is issued by the commission of the Commission appointed by the mine director.

1.4. Monorail roads must be certified and have the permission of the Gosgortakhnadzor of Russia for their use in coal mines.

The right to issue certificates for monorail roads has an accredited certification authorities accredited in the prescribed manner, in whose accreditation area is the equipment.

1.5. The provisions of these temporary requirements are mandatory for:

entities of entrepreneurial activities and organizations (regardless of organizational and legal form), including foreign physical and legal entitiesdeveloping, modernizing, manufacturing, implementing and using monorail roads, intended for use in coal mines;

certification and testing laboratories, in the accreditation area of \u200b\u200bminor transport equipment.

2. Rules of equipment of mining workings

2.1. Mountain production equipment by monorail roads should be made by the project approved by the main engineer of the mine and implemented in accordance with the requirements of security rules and these temporary requirements (see Appendix).

2.2. The maximum angles of inclination and radii of rotation of the workings in which roads are mounted should not exceed the values \u200b\u200bspecified in technical documentation on the road.

2.3. The gap between the most protruding part of the size of the rolling stock of the monorail road or transported cargo and the reassessment creation must be at least 0.3 m and for the passage of people at least 0.7 m throughout the roadway.

2.4. In horizontal and inclined workings equipped with conveyor and monorail transportThe passage for people should be arranged between rolling stock and reassessment, and the gap between the rolling stock and the conveyor should be at least 0.4 m.

In the mold overload places from the conveyor to the conveyor and the location of the intermediate drives, a local decrease in the gaps between the most protruding edges of the dimensional composition of the monorail road and the conveyor to 0.25 m are allowed. The specified places should be protected by warning signs and passionate at low speed with a sound warning signal. .

2.5. It is prohibited to place in one inclined production of monorail and rail vehicles.

In inclined workings equipped with monorail roads and rails prior to the exit of these temporary requirements, blockages should be provided that exclude the possibility of their simultaneous work.

When placed in one production of monorail and self-propelled transport means, driving part of the production, intended for movement self-propelled machinesmust be protected by devices (borders, jackhamge bars, etc.), excluding the possibility of rapprochement of self-propelled machines with the most protruding part of the dimensional composition of the monorail road in less than 0.4 m.

The requirements specified in this paragraph do not apply to the nodes of the conjugation and intersection of monorail roads with other means of transport, as well as overload items.

2.6. The gap between the dimensions of the moving composition of the two monorail roads (in the workings with two-step monorail transport) should be at least 0.4 m.

2.7. When equipped with overload points in monorail road interface nodes or other modes of transport, passages for people should be arranged from both sides of the production.

2.8. The magnitude of the clearance on roundings and adjusting direct sections of the workings should be taken at least specified in the table.

Here V. - speed of movement by rounding and adjacent direct sites, m / s;

N. = 0.34V 2 /R. - the magnitude of the extension of production, m;

R - radius of reworking, m.

The lengths of adjacent to the roundabilities of direct sections are accepted depending on the radius of generation rounds.

The adequacy of the obtained values \u200b\u200bof the gaps on roundings should be checked on the factory fitting of long goods.

2.9. The distance between the bottoms of the rolling stock and the soil of the development or located on the soil equipment must be at least 0.4 m.

During the transport of large-sized equipment, it is allowed from the written permission of the main engineer of the mine Reduction of the gap between the lower edge of the cargo transported and the soil of the production or located on the soil by equipment to 0.2 m during the following conditions:

support of cargo by the face of technical supervision;

turning off the conveyor and the mechanical locking of its starter when delivering through conveyorized workings.

2.10. In places of landing of people on the rolling stock of monorail roads, there must be a passage of a width of at least 1 m from the landing side.

For landing sites, periodically transferred during operation, the width of the passage to 0.7 m is allowed.

2.11. The seating areas should be equipped with flooring with such a calculation so that the distance between the bottom of the passenger cabin (platform) and the flooring ranged from 0.2 to 0.4 m. The length of the flooring should be at least the length of the passenger part of the composition.

2.12. Monorail road crossing places with cables, pipelines, contact wire, etc. Must be completed in accordance with the project installation project in such a way as to be excluded the possibility of their contact.

2.13. The landing platforms and development for monorail roads should be covered in accordance with the standards shown in the PTE.

2.14. Stationary landing platforms and the drive station should be equipped with a telephone connection included in the generals of the network.

3. Rules for transportation of people

3.1. The monorail road control with the cable traction should be carried out by the conductor, which has passed special training that has an identity for the right to control the expensive and appointed order by the mine.

It is allowed to control the road with a cable traction body by trained face directly from the drive station on the signals of the conductor. Manage expensive to other persons is prohibited.

3.2. In the compositions of monorail roads, the conductor must be in front of the first part of the passenger cabin.

3.3. The rolling stock of the monorail road should be equipped with rigid coupling, providing the ability to work in horizontal and inclined workings, adhesion safety, as well as excluding the possibility of spontaneous discharge.

The passenger part of the composition of the monorail road and the cabin for the accompanying composition of the persons must be connected with each other and the driving trolley double coupling.

3.4. The composition of the monorail road must be equipped with automatic emergency brake (parachute) systems in such a way that with a breaking device breaking devices, exceeding the normal speed of its movement by 25%, breaking the traction rope or manual inclusion of an emergency brake system There was a stop of all units of rolling stock at the length of the brake path, not exceeding 10 m.

Manual activation of the emergency braking system should be provided from the location of the conductor in the head and tail of the passenger part of the composition.

3.5. Coupling devices Roads must have a 10-fold storage margin in relation to the maximum static load in the mode of transportation of people and a 6-fold stock during the carriage of goods.

3.6. The passenger part of the composition should be equipped with means for feeding the conductor signal.

3.7. The design of the passengers should provide a convenient position of the human body, regardless of the angle of incoming.

3.8. Passenger cabins and cabins for persons accompanying can be made easily and suspended to carriages as needed.

Removable cabbage attachments should provide at least a 6-fold storage margin with respect to the maximum static load.

3.9. The design of the cabin for the accompanying, as well as the device and location of places of landing accompanying in the passenger cabin should provide an overview of the track and the possibility of landing the accompanying person in the direction of movement.

3.10. When working the road in the carriage mode, the number of people in the composition should not exceed three people.

This number may include only persons accompanying cargo and conductor.

Transportation of people should be made by passenger cabins (platforms), the quantity and location of which are determined by the project, depending on the purpose of the road, the nature and quantities of the transported goods and the number of people transported.

When performing passenger flights, use is allowed trucks Makeup for transporting manual tools.

It is forbidden to ride people on freight carts.

3.11. The execution of passenger flights in conveyorized workings with inclination angles over 10 ° to 18 ° is mainly allowed under the condition of equipment of the conveyor with ribbons or cable integrity control devices (for rubber-free tapes).

3.12. The speed of movement of the compositions of monorail roads should be determined by the design and passport of the road.

Transportation of long I. large cargo Must be carried out at a speed of no more than 1 m / s.

3.13. In the workings with a sign-free profile, having sections with a feedback length of the length of two compositions, roads equipped with emergency brake devices (parachutes) of two-way action should be applied.

3.14. An ads should be posted on the landing site with an indication of the code of the signals used, the total number of seats in the composition, the names and positions of the person responsible for the transportation of people.

3.15. Developing with monorail transport and the rolling stock of monorail roads should be equipped with signaling tools and safety signs in accordance with uniform requirements for signals and signs in underground workings and on mine transport of coal and shale mines.

3.16. The formation of monorail road compositions should be carried out in strict accordance with the manual or instruction manual with the adoption of safety measures against the random rolling of rolling stock into the inclined part of the production.

If the cargo part of the composition is not equipped with an emergency braking (parachute) system, then cargo carts must be connected to the captive (equipped parachutes) part of the composition, as well as among themselves, except for the hitch, also with counterfeit.

3.17. Coupling and counterfeit should be factory manufacture and replaced by new no later than five years after the hitch.

3.18. The composition of the monorail road should be loaded in such a way that the distance to the passage of the composition on the roundabilities and the bending of the path, but not less than 0.3 m, but not less than 0.3 m between the top edge of the road throughout the top edge of the road and The lower edge of the monorail path should be at least 50 mm.

The lateral deviations of the transported cargo should not exceed 0.2 m in the process.

3.19. The operation of monorail roads is prohibited:

in the workings with a faulty fasten and in the absence of the required gaps required during the installation;

with the malfunction of the monorail path, rolling stock, brake system, control equipment, alarms and means of communication.

4. Requirements for monorail path

4.1. The carrying organ of the Monorail Road (monorail path) should be collected from the standard sections of the factory manufacture.

Devices for the monorail path suspension should be factory making and fit the type of harvesting.

It is allowed to use elements of a monorail path made at repair enterprises for the technical documentation of the plant - the manufacturer of roads.

The design of the monorail path should provide for the possibility of installing special devices (stretch marks), which prevent rocking the monorail path in the plane cross section Development.

4.2. Devices for the monorail track suspension should have at least a 3-fold storage margin with respect to the maximum static load, to ensure the ability to adjust the position of the monorail in height and be adapted for the suspension to the corresponding types of solid production.

When used for monorail chains suspension, the latter must have at least a 5-fold storage margin with respect to the maximum static load.

4.3. The distance between the pendants should be such that the magnitude of the monorail deflection between them does not exceed 1/200 of the length of the span.

4.4. At curved areas or mating molding, the monorail path should be collected from the monorail sections in the horizontal or vertical plane with the bend radius and the length defined by the road installation project in mine workout.

4.5. When the path suspension in the workings with an inclination angle over 10 ° should be taken against the offset of the path down and increasing the butt gaps by means provided for by the technical documentation on the road.

4.6. When operating a monorail path, the gaps in the joints of the working surfaces should not exceed 5 mm, and the discrepancy of the working surfaces vertically and horizontally 3 mm. These requirements should also be performed when the shooting transfers are closed.

4.7. The angle of inclination of the direct sections of the monorail at the joints in the horizontal plane should not exceed 4 °. At the same time, the permissible amount of the gap in the joints (5 mm) should be maintained from the inside of the monorail.

4.8. Arrower translations of monorail roads, as a rule, should be equipped with a mechanized drive with remote control.

For monorail roads with a cable traction body, the use of arrow transfers with manual drive is allowed.

The transfer of the arrow by manual drive is allowed only when the stopped and securely inhibited composition is stopped. At the same time, the monorail road control circuits should be blocked from the possible turn on the road.

4.9. In the end points of the monorail path, end stops must be installed, which prevent the gathering of rolling stock with monorail.

5. Mechanisms and devices of monorail roads

5.1. The drive of the monorail road must have a reduced speed for inspecting traction rope.

5.2. The drive station must be equipped with two brakes: working and safety.

In drive stations with hydraulic transmission, the role of the working brake can be performed by the hydraulic frame.

The presence at the worm transmission drive station cannot serve as a brake replacement.

The ratio of the magnitude of the moments developed by the safety brake with the inhibitory state of the drive, to the static moments there should be no less specified in the table.

For the workings with an alternating angle of inclination, the magnitude of the braking torque is set to the largest corner of the inclination of this generation.

The definitions of the braking torque for intermediate angles of inclination not specified in the table are determined by linear interpolation.

The slowdown in both the working, and during safety braking should not exceed the values \u200b\u200bdue to the possibility of slipping the rope by pulley.

5.3. Tension of the traction rope should be carried out by devices that provide a constant value of the tension of the rope.

5.4. Cargo tension devices should provide the possibility of mechanical fixation of goods in the upper position to carry out the pre-tension of the rope.

5.5. The rotating parts of the drive station and the tensioning device must have fencing that ensure the safety of the maintenance and passage of people.

5.6. In monorable roads, round-to-cargo rollers (GOST 2688-80; GOST 7665-80) should be used as traction ropes (GOST 2688-80; GOST 7665-80), a diameter of at least 15 mm, made of galvanized wire according to the group "F". It is allowed to use ropes from light wire.

It is allowed to use other ropes admitted to the Russian State Universitynadzor to use on monorail roads.

5.7. Montorels traction ropes should have a margin of durability not lower:

6-fold in the mode of transportation of people;

5 times in cargo transportation mode.

The stock of the rope strength is determined relative to the static load calculated by the formulas:

for lower drive location

S \u003d Q.(SIN? + 0,02COS?) + 0,1 5q · 2. L. To COS? + 0.5 Q. H + 0,2 L. to , kgf;

for upper drive location

S \u003d Q.(SIN? + 0.01 COS?) + qL K (sin? + 0.15cos?) + 0,1 L. to , kgf

where Q - weight Limit cargo (passenger) composition, kgf;

The highest angle of inclination of production, hail;

L. To - the length of one branch of the traction rope, m;

q. - rope weight of the rope, kgf / m;

Q. H - weight tensioning cargo in the rope branch running from the drive, kgf;

0.01 is the coefficient of resistance to the movement of the composition;

0.15 - the coefficient of resistance to the movement of the rope;

0.1 and 0.2 - coefficients that take into account the resistance to the rotation of blocks and rollers on the road track, kgf / m.

5.8. It is allowed to use chopped ropes on the loadologists.

The stuffing of the ropes (including non-executive) should be made in accordance with the instructions for the operation of steel ropes in mine barrels. The permissible number of the stuff ( n.) The length of the traction rope is determined (with rounding to the nearest more integer) expression

n. = L./L. B. ,

where L. - length of traction rope, m;

L. B -? 600 m - the rocketer of the drum trolley.

The distance between the stamps should be at least three stages of the cross.

5.9. The distance between the guide and supporting rollers is determined by the factory operational documentation and the project installation project.

5.10. The corner of the rope flare on the rollers should not exceed 10 °.

5.11. Guides and supporting rollers must be made so that when working the road, the possibility of drawing a traction rope is eliminated, the release of the dimensions and contact with the elements of the structure of the road or the creation of the workings.

5.12. The development site from the drive station and 5 m in each direction from it should be fixed by non-combustible rock.

5.13. To manage monorail roads and alarm, special equipment of factory manufacture should be used.

The control instrument should provide:

remote control of the driveway drive by the conductor from any point of the track;

local driving road control from the installation site of the drive station on the conductor signals;

emergency drive stop by any face from the road track and from the post of local control, with the drive and overlapping the brakes;

the ability to feed code signals from any point of the track;

automatic drive stop when traveling by finite yield points, lowering the tensioning load below the permissible level, exceeding the driving rope speed by 25% nominal, reduce the speed (slip) of the traction rope relative to the drive pulley by 25%, the malfunction of the control circuits or emergency circuits, brake triggered devices.

5.14. The requirement to control the speed of speed is distributed only to the maximum value of the working passport speed of the road.

5.15. The control instrument should exclude the possibility:

simultaneous remote and local drive drive;

launch of the drive of the road without submission of the preventive signal;

re-starting the drive when the protection against reduction (slip) or the speed of the rope is exceeded;

re-starting the drive until the "Stop" signal is removed from the road stop at emergency shutdown;

repeating drive in the direction of the feeding at the side of the composition on the terminal switch in the final points of the thread.

6. Supervision and control

6.1. Service personnel (road conductor or road driver) must be interpreted every week before starting work, inspect the rolling stock, drive station, tensioning device, locomotive, hitch, and signaling devices, and emergency brake devices (Parachutes) Test to turn on manually.

The monorail path, the drive, parachute devices and electrical equipment at least once a day should be examined by a responsible person appointed by the order by the mine.

The monorable road control should be carried out weekly the mechanic of the site, in which the road is conducted, and quarterly the main (senior) mechanic mines.

The results of the inspections should be recorded in the inspection book of the lifting unit, the form of which is in safety rules in coal mines * (PP. 1, 2, 4, 12, 13, 14, 15).

6.2. On the roads installed in the workings with an inclination angle of more than 6 °, monthly under the leadership of the mechanics of the site should be tested by the speed limiter of the emergency braking (parachute) system in accordance with the factory documentation.

Emergency brake devices (parachutes) at least once every six months should be trials in accordance with the requirements of the factory operational documentation under the guidance of the main (senior) mine mechanic. Test results must be issued as an act.

6.3. Traction ropes in front of the hide must be tested according to § 416 security rules in coal mines *. The rope should be blown in the presence of 6% of the wire that could not withstand tests.

* In connection with the introduction of security rules in coal mines (PB 05-618-03), after their official publication, the safety rules in coal mines (PB 05-94-95) are considered to be invalid (PB 05-94-95) (Russian State University Order No. 168 ).

6.4. During operation every six months, repeated tests of the ropes should be performed. The rope must be removed if the total cross-sectional area of \u200b\u200bthe wires that could not withstand tested on breaking and inflection reaches 25% of the total cross-sectional area of \u200b\u200ball wires of the rope.

For repeated tests, a working plot of traction rope must be presented, adjacent to the place of fastening it on the frame of the drive trolley. Subsequent compensation for shortening the length of the traction rope should be carried out due to its stock.

6.5. It is forbidden to hang or continue to work with ropes with torn, pressing or sedored strands, with nodes, bugs and other damage. If, when examining traction ropes it turns out that on any site equal to the tick step, the number of torn wire reaches 5% of their number, then the rope must be replaced.

The work of the ropes, the thinning of which during operation amounted to more than 10% of the nominal diameter.

6.6. Inspection of the traction rope of load-haired roads should be carried out daily electric zelers over the entire length at a speed of not more than 0.3 m / s or when the drive is stopped.

The weekly inspection of the rope of the cargo road is also carried out by an electroslere, and the monthly inspection of the rope of all types of roads is carried out by an electric train with the participation of the mechanic of the site.

It is allowed to carry out a daily inspection of the rope, in which the number of torn wire does not exceed 2% of the total number of wires on the length of the swing step, at a speed of up to 1 m / s.

The results of the inspections should be recorded in the book of inspection of lifting ropes and their consumption, the form of which is given in safety rules.

6.7. In case of emergency loading of the rope, the operation of the monorail road must be immediately suspended to inspect the rope.

application

The volume and content of the project of the installation of a monorail road

The project of installing a monorail road must contain:

a description and a scheme of transportation, indicating its length, profile, position in terms of dimensional gaps in the characteristic places (including under paragraph 2.8);

schemes for the placement of the main and auxiliary equipment, performing the intersections of monorail roads with cables, pipelines, contact wire;

schemes of equipment of overload points, landing sites, as well as interconnecting nodes and intersection with other vehicles;

instructions on the organization and procedure for carrying out work on the transport of people and cargo;

principled electrical circuit and blocking schemes in accordance with the requirement of paragraph 2.5; signaling scheme;

instructions on the implementation of the monorail path sections for roundings and the running of the track (according to claim 4.4), the location of the guide and supporting rollers on the highway, suspension and mounting of monorail;

safety instructions.

The approved project should be on the site (service), in the conduct of which is the road.

The invention relates to a mining transport of a periodic action, namely to the mine monorail roads for the transport of goods and people. The mineral monorail road contains mineralization, a metal arched pliable fastener, on which the monorails of the heated cross section are fixed with the possibility of movement on it of wheeled rolling stock. There is horizontally oriented plates along the length of the monorail, the horizontally oriented plates are placed along the monorail length, which are rigidly connected to the top of the monorail shelf, and from above - with a P-shaped shoe. Each plate with the mentioned shoe anchors pressed to the roof of the production, and between it and the shoe placed insertion from the supple material. As a result, the crpri is provided by excluding the reactive forces arising in the monorail when moving the rolling stock in different modes. 2 Z.P. F-ls, 4 il.

The invention relates to a mining transport of a periodic action, namely to the mine monorail roads for the transport of goods and people.

Known a shaft monorail road containing mineral production, a metal arched pliable fastener, on which the monorails of the heated cross section are fixed with the possibility of movement of the wheel rolling stock on it (Dubrovsky E.M. Monorail roads for coal mines. Review, M., 1960, p. 5, Fig.2).

However, a disadvantage of a well-known mine monorail road is a violation of the stability of the core under the influence of the reactive static and dynamic forces applied to the monorail when interacting with it of rolling stock, both when installed, and especially with unspecified mode of movement of rolling stock - during its acceleration, planned and emergency braking. . These forces create alternate tipping moments of considerable values \u200b\u200bperceived by the fasten, as a result of which it shifts relative to the roof of the production. At the same time, the destruction and collapse of the roof of the production and violation of the ties of the metal pliable and the roof of the production can occur.

The technical result of the invention is to ensure the stability of the crippe due to the elimination of the reactive forces arising in the monorace when moving the rolling stock in different modes.

The technical result is achieved due to the fact that in a mine monorail road containing mineral production, a metal arched pliable fastener, on which the monorails of the heated cross section are fixed with the possibility of movement of the wheel rolling stock according to it, according to the invention between the fastener with a step in excess of the attacking step, Along the length of the monorail, horizontally oriented plates are placed, which are rigidly connected to the top of the monorail shelf, and from above - with a P-shaped shoe, each plate with a mentioned shoe pressed to the roof of the production, and between it and the shoe placed insertion from the supple material. Monorail can be rigidly connected with a fasten. Montorels with a fasten can be connected with a clamp with the possibility of displacement relative to it.

The mine monorable road is shown in FIG. 1 - a longitudinal cut in mineralization, in FIG. 2 - section A-A of FIG. 1, figure 3 shows the form B of FIG. 2, in FIG. 4 is a view in FIG. .3.

The mine monorail road comprises a mineralization of 1 fixed with metal milk-fastening 2, with which monorails 3 is connected to the possibility of moving on it (not shown). MONORELS 3 with a fasten 2 is connected by the connecting element 4. The connecting element 4 can be rigidly associated with MONORELS 3 and augmentation 2. The connecting element 4 can be made in the form of a clamp (Fig. 3, 4) with the possibility of a longitudinal displacement relative to it monorail 3. Between Fasten 2 and with a step that exceeds the setting step 2, along the length of MONORELS 3 placed horizontally oriented plates 5, which are rigidly connected from below (for example, welding) with the upper shelf of MONORELS 3, and from above - with P-shaped 6.. At the same time, each Plate 5 Together with the P-shaped shoe 6 anchors 7 with nuts 8 pressed to the roof 9 of mine production 1. Anchors 7 are placed in bursts 10, and between shoes 6 and roof 9 mining 1 is located insertion 11 of the supple material (rubber, wood) .

Mine Monorail Road acts as follows. When moving the rolling stock on Monorail 3 with the installed and unspecified modes in the process of interaction of the wheels of a locomotive with MONORELS 3, there are longitudinal static and dynamic reactive forces that can achieve large values \u200b\u200bduring acceleration, regular and emergency braking of rolling stock. Due to the rigid connection of the monorail 3, the plates 5 indicated above, regardless of the direction of the rolling stock, through the shoes 6 and insertions 11 are perceived by the roof of mine production 1 by pressing it elements 5, 6, 11 by anchors 7. The required force of pressing inserts 11 to the roof 9 Mountain Development 1 and friction force on the contact plane are provided with nuts 8. At the same time, with a new construction of MONORELS 3 with a fasten 2, the clamps 4 are connected, perceiving only vertical loads from the weight of rolling stock. Horizontal loads on the Fix 2 are practically not transmitted, because Perceived by anchors 7. When reconstructing the active mining monorail road, when monorax 3 is already fixed on the CAPPI 2, the loading of the crupping 2 tipping moments is excluded. In both cases, the proposed technical solution ensures the stability of the CREP 2 and an increase in its service life, while the destruction and collapse of the roof of the mine is also occurred.

Distinctive features of the invention ensure the stability of the crip due to the exclusion of the reactive forces arising in the monorail when moving the rolling stock in different modes, which makes it possible to increase the service life of the harpi, eliminate the destruction and collapse of the roofing of mining production.

1. A shaft monorail road containing mineralization, a metal arched pliable fastener, on which the monorah of the heated rolling line is fixed with the possibility of movement of the wheel rolling stock on it, characterized in that there are horizontally in the length of the monorail. Oriented plates that are reduced rigidly connected with the upper shelf of monorail, and from above - with a P-shaped shoe, each plate with a mentioned shoe anchors pressed against the root of the production, and between it and the shoe is located insertion from the fuel material.

2. The road according to claim 1, characterized in that the monorails are rigidly connected with a fasten.

3. The road according to claim 1, characterized in that the monorails with a fasten is connected using a clamp with the possibility of displacement relative to it.

MONOTRANS Group of Companies announced itself in the market of monorail roads and diesel-hydraulic suspended locomotives in 2001. Already at the time, being a trading and service representative of machine builders of the Czech Republic, an enterprise not only was engaged in the supply of mining equipment of its partners for the Mines of the Siberian region, but also successfully developed its own technological solutions for the production of suspended monorail road and diesel-hydraulic locomotives.

For example, the ZD-24 suspension road was used in the Czech Republic for the transport of light cargo and passenger compounds. However, in the mines of Russia and, in particular, Kuzbass, the requirements for the supporting abilities of monorail transport systems are much tougher. In such circumstances, the Monotrans group by experts after careful analysis The technical documentation received from the Czech partner was developed its own suspended DP-155.

Strengthening all the elements of the suspended road, the company created a monorail path (DP-155), providing cargo transportation weighing up to 32 tons and calculated in perspective for operation and more powerful diesel locomotives, which largely exceeds Czech analogue. The suspension pathway of the DP-155 road consists of two-meter sections made from a special I-beam beam M155. Road section at both ends are equipped with key locks type "key lock" for their installation and eyeles to fix them on the suspension. The monorail suspension is carried out using a circuit 20 * 80 with anchor ahead or special scarlet to frame crepe. Fixing the monorail path in the transverse direction is carried out using a circuit 14 * 50. The minimum radii of the monorail road rounds in the horizontal plane is 4 m, in the vertical - 8 m, and the maximum angle of operation is more than 30 °.

The train, except for the dieselosis, turn on BV1, WHR1, BTS brake trolleys, intended for braking the train with an increase in speed of more than 2.5 m / s, as well as moving carrier carts with vertical load 4 or 10 tons, which serve to suspend the composition to monorail and Bashed with connecting rods.

The train can be formed by eight-bed or quadruple suspended passenger cabins and hydraulic devices of the transportation of the KREPI (UPKG-12 Duo, UPCG-18 Duo) for transporting large-sized equipment. Composition is equipped with one

or a few mobile hydraulic lifting machines of the type GPU-8 with a carrying capacity of 8 tons. For the transport of heavy loads (sections of mechanized fasteners, elements of cleaning and preparatory combines), the composition can be equipped with special devices that allow you to distribute the mass of the equipment transported on the suspension nodes so that the maximum load The unit node will not exceed 6 tons.

Mine OK OJSC "Yuzhkuzbassugol" operating monorail road DP-155

Initially, on the suspension road, the IMM-80TD diesel-hydraulic locomotive was intended for the production of STAVUS AS, but subsequently the specialists of Monotrans (joint venture "Transdizel", created on the basis of the Monotrans service center and Mine Zarechnaya service center) developed their own suspended Diesel-hydraulic Locomotive DPL-80, adapted to work in specific Russian conditions.

The serious advantage of this locomotive is the energy volatility and the possibility of its use in mines dangerous on sudden emissions of gas and dust. DPL-80 is designed for the transport of people and cargo on the monorail suspended road DP-155 in minimal minimum cross-section of 8 m 2 with an angle of inclination of the path to ± 30 °.

Mountain production for the installation of DP-155 can be fixed with concrete, block, panel, or anchor aqueous, most often from the steel arched profile of SVP 17,22,27.

The DP-155 suspension road has permission from the Gosgortkhnadzor of Russia and the certificate of conformity of ROSS RU. MSh05. B00152. It meets the requirements regulatory documentspredetermining use diesel equipment In coal mines.

The first enterprise introduced in 2003 by the Suspended Montorel Rifting Road of DP-155 as part of the suspended diesel-hydraulic locomotives of the production of the Czech company Stavus AS, whose general representative, is the MONOTANS Group of Companies, the ABASHASHEVSKA Mine OJSC "OUZHKUZBASSUGOL" .

Executive Director - First Deputy General Director of OJSC "OUZHKUZBASSUGOL" OJSC Lavrik, who headed the Shakht "Abashevskaya" at that time, says: "At the end of 2003, for a speedy launch of Lava 16-15, a decision was made to install the suspended Locomotive difts already proven itself as an efficient and universal mine transport. Mine specialists in conjunction with the Montotrans assembly group was carried out by high-speed installation of the MONORELS road DP-155 with a length of 2250 m and the launch of suspended diesel hydraulic locomotives. This made it possible to achieve an unprecedented speed of lava mounting: Delivery and installation of 12 sections of the KM-138 sections were carried out in a collection of 12,5t (2 people went to shift to the delivery of sections of the KREPI sections: a locomotive driver and a sling-drivers). Delivery of sections was made directly to the mounting chamber to the place of installation, thereby eliminating all overloads and perterspies.

The result of this cooperation was the successful decision of long-haired problems in mine transport, such as, timely delivery of equipment and materials, frequent accidents and injuries on end diversion. It became possible to deliver people to the workplace.

The next enterprise of the coal company, intercepted the relay of the introduction of the suspended transport, became the branch "Shakhtya State University 5-6. To date, at the Yuzhkuzbassugol OK OJSC OUK 33 suspended locomotive and 33390m monorail DP-155 and this is not the limit. "

As a result of the tender for the supply of monorail roads and suspended locomotives for the Southern Supplier, Monotrans "became the tender for the supply of monorail roads and suspended locomotives for OUK" Yuzhkuzbassugol ". For an extremely short time, an installation and commissioning of the DP-155 monorail road and the suspended Locomotives IMM-80TD on a whole number of mines was performed.

The advantages of this modern transport equipment Other mines of Kuzbass and Vorkutaugol companies have fully appreciated.

In general, these coal companies for 2004 were delivered 14 thousand meters of suspended roads. And in 2005 there are shipments in two specifications for the "Northern mine" and the "Multi" project with a total length of 12950 m.

Initially there were a claim to the quality of the manufacture of individual elements of the suspended road. However, due to the fundamental position of specialists of OJSC "Vorkutaugol" on the compliance of the products supplied by the requirements of PB and RD, the quality control service was completely reorganized, production was changed. Permanent checks of the elements of the monorail path to the discontinuous force are introduced, the maximum destructive load in the Test laboratories of the Kuzniui G. Prokopyevsk (director R.P. Zhuravlev).

For inspection of the welding seam, special ultrasound equipment was acquired by the method of non-destructive testing, a certification of quality control officers was certified. To date, each welded structure passes through check stands.

The flagship of the introduction and use of monorail transport systems in the Kemerovo region is JSC Mine Zarechnaya. Since 1999, the mine has begun technical re-equipment of auxiliary transport. On the replacement of single-connected, high-pass, with low bandwidth and safety levels

monorable dieseloses of the LPG-50DZE Czech company Ferrit are applied. The first phase of the Czech loads of the MPD-24F MONORELS road included only one route with a length of 3.9 km to ensure the delivery of goods and equipment in two directions in Lava No. 905 of Polysaevsky-1 layer from the mountains. ± 0m. Then the length of the road gradually increased, the number of routes grew consistently.

The monorail road decided the set of the most painful for the mine problems: the volume of manual labor on the delivery works sharply decreased, it became possible to transport people on mining work on a clear schedule. Now it is absolutely eliminated by the movement of workers on foot or on vehiclesnot intended for the transport of people. The risk and accident rate associated with overloads, micro-composition phase cameras, maneuvers on workouts, ropes of ropes on end ribes, similar to transport vessels from the rail path, has decreased.

With the introduction and expansion of the use of diesel transportation, cases of injury on auxiliary transport are practically excluded. Thus, at JSC Mine Zarechnaya, not a single production injury was recorded after the introduction of suspended monorail transport.

Since 2002, the supply of equipment and monorable road at the mine, as well as service maintenance Mine transport began to be carried out through the Monotrans group. For the current day, the total length of 6 routes is more than 11,700 meters, the Park of Dieselosov has 12 cars. Of these, 6 pcs. - DPL-80 ("Transdizel"), 1 - IMM80-TD ("Transdizelel" - Stavus A.S.), 1 - LSP 70 (Ferrit), 4 - LPG50 (Ferrit).

Today, the director of the Zarechnaya mine, V. Gharitonov, brings the first results: "Transdizel" is engaged in the introduction and production of locomotives while 80 kW. But at the exhibition "Coal of Russia and Mining 2005" for the first time will be shown a locomotive with a capacity of 120 kW, which has a traction force up to 120 kN. We are not monopolists in this matter. But we are going along the way to create our own modern production, reducing the cost of not only dieselosis, but also components. And due to this, we strive to strengthen your position in the market. Although, I think that now on the market, we have already firmly occupy our own place. "

In addition to production and supply, Monotrans makes warranty and service of mining equipment. For its uninterrupted and secure work, the service "Monotrans" regularly carry out planned repairs, maintenance of monorail equipment with a replacement as the need for oil, filters. Thus, the service service performs the entire spectrum of warranty obligations.

In total, over the period of the company's activities, 11 minced chiefs were produced in the amount of 2450 m and 5 commercial installations in the amount of 3500 m.

At the exhibition "Coal of Russia and Mining" 2005, which will be held from 7 to 11 June in Novokuznetsk, the premiere of the joint project "Transdizelel" and Stavus AS - Suspension Diesel-hydraulic Loco-Motive IMM120-TD (DPL-120), which through power Characteristics and traction effort is similar to DZ 2000 (DBT, Germany), but more simple in managing, maintenance and operation. An important factor will be the fact that the cost of the PLL-120 will be much cheaper.

A new hydraulic device for the transportation of the PCCGG-18Do with a loading capacity of 36 tons will be presented. The device is intended for lifting, manipulation and transport of heavy loads in mines.

On the stands of the exhibition for the first time will appear new Development Group of Companies "Monotrans" - prototype of dust collectors with wet Cleaning DPU-800 and DPU-1000. Earlier, such equipment was supplied to Russia together with imported mining complexes of type Alpina, Joy. Now Monotrans makes its own production of dust collectors intended for cleaning the gas-air medium from weighing and dust of different caliber and composition. The dust collector cleans the air from the bottompace space through the suction flexible pipeline by wet chipping on the sines. Installation is equipped with a closed water circulation system. The efficiency of air purification - 98.5%. Since all the documentation that resolve the mass production of dust collectors has already been prepared, immediately after the exhibition is closed, prototype will be sent to industrial tests at the Zarechnaya mine. Another exhibit of the exhibition "Coal of Russia and Mining" 2005 will be an improved hydraulic lifting device with a carrying capacity of 8 tons. This is hinged equipment To the monorail locomotive for the delivery of small goods is highly valued by miners for maneuverability and compactness. Updated freight hoists are capable of working with 8-ton cargo. They can also be operated in a pair, i.e. Provide a carrying capacity of 16 tons, which is more than blocking the needs of the freight in the bedside space.

Regular participation of "Monotrans" in prestigious exhibitions of mining equipment clearly demonstrates the possibilities and level of professionalism of the company. Such a rapid breakthrough to the market of suspended monorable transport systems was held thanks to an integrated approach to the introduction of new technologies at mining enterprises. Along with the creation of the design part of the documentation for the operation of the locomotive monorable diversion, after the immediate operational designer of the equipment and its further maintenanceSpecialists "Monotrans" are constantly improving their own developments. For example, to increase the traction effort of a diesel-hydraulic locomotive, the company has been forced several times to change the equipment supplier and the design of hydrogenerators. As a result, the auxiliary hydraulics began to work more effectively, which was reflected in the operation of the dieselosis for the better.

This year, Monotrans planns the strengthening of some elements of the DP-155U monorail road (enhanced) for transportation of particularly heavy sections at the Tomsk mine. This is necessary in view of the fact that heavier sections weighing 32 tons will be operated here to work here. In the immediate development plans, the company includes the complete development of the locomotive equipment system with the introduction of dispatching and additional signaling devices.

Perspective developments Stavus A.S. and "Transdizel" in 2005-2006:

1. Fixed dsemesevosis - for the width of 900 mm gauge and with a maximum pressure on one axis 5 ton, power 80 kW, traction force 35-40 kN.

2. Drilling column installation for anchoring.

3. Suspended diesel-hydraulic diesel engine of light type (power 88 kW, speed 2.5-4 m / s, traction force 85 kN) with a diesel engine with recycling of combustion products and an intermediate air-air radiator.

4. Universal shaft diesel conveyor at a pneumatic equipment for vertical and horizontal drilling.

5. Development of turbocharger for diesel hydraulic locomotive, taking into account the optimization of torque and reduction harmful emissions. Cooperation in developments with the research center of engines at the University of Leipzig and Technical University - Chwut (Prague).

Consummily considerably, and the team of the Monotrans group has full confidencethat all the most serious plans are quite possible to be implemented.

Delivery assembly units and component parts Equipment to the place of installation, as well as from the place of dismantling to the shaft trunk, can be carried out with the help of monorail and intimidated roads with a closed traction body. In the coal industry, suspended monorails were most common, load-haired roads with a closed traction body of the DMK type and intimidated cable roads Type DKN. In the mines Kuzbass found the use of monorail suspended roads and inactive roads with a cable drive of the firm "Scarf" (Germany).

The suspended monorail roads of the DMK type are designed to transport materials, equipment and people in precinct non-rail and conveyorized mining mining. Roads can be used in mining, fixed various species Crepe, with angle of inclination of different signs up to 35 ° curved in horizontal and vertical planes, in mines dangerous by gas or dust.

MONORELS DMK roads work on the principle of driving vessels by closed traction rope. The carrier element of the road is made of the monorail (sections) of which the length of the Z M is simplified with each other, and is suspended with fastening on suspension through the bearing beam. Hinged connection The monorail sections allow for a deviation of one of them relative to the other up to ± 5 ° both in horizontal and in the vertical plane, so that the monorail path is easily fit (without flexible segments) in curvature of production and is insensitive to the deformations of the attitudes of the drapes under the action of mountain pressure. . At the beginning and end of the monorail path, end stops are set, preventing the possibility of gathering the composition with monorail. Transport vessels are carried out by a traction rope supported by a special device.

Approxished Rope Roads Type DKN are designed for transportation auxiliary Materials, equipment, mountain mass and people in precinct mining, having a variable rail tracking profile with a slope of up to ± 20 ° in which the locomotive yield and rolling rope is difficult or impossible, including: in terms of precinct production traveled in the direction (plaster) , on board and prefablasting methods in the development systems with long columns by the uprising (fall), according to other discretions with rail tracks characterized by a variable profile.

The road works on the principle of driving vessels with a closed traction rope and is a rail route laid on the soil, along which the towing trolley and the composition of mine trolleys, platforms and passenger carriages are moved with the drive with the plinth pulley.

MONORELS AND INTRODUCED ROOMS OF THE FIRM SHAMF (FRG) are designed to transport the auxiliary materials, equipment and people on mining, having a variable profile, curved in horizontal and vertical planes, in which the locomotive and end cable diversion is impossible or difficult.

The monorail suspension road consists of: drive, stretch and pumping station with a tensioning device; rope, brake trolley; traction mechanism; containers for the transport of materials; Beams for transporting people; launcher; limit switches and sensors.

The carrier element of the road is a rail system, which consists of driving and connecting rails made from a special 2-bearing profile that are simply connected to each other. The rail thread shall suspended with the help of suspended brackets, chains, or, if necessary, using adjustment connections. The thrust force created by the cable winch is transmitted through the endless rope into the traction chassis. Carriers and brake carriages are connected on the train with a bar with a traction chassis.

With the help of the universal rolleropor, the rope throughout the path is conducted according to forced guides. At the end of the monorail suspended road in the stretch station, the direction of movement of the rope varies to 180?

Fitting road with a cable drive of the "Scarf" (Germany) consists of a drive, stretch and pumping stations, an end tension station, rope, traction mechanism, brake trolleys, connecting rods, transport platforms and containers, portable removable seats, starting and protective equipment, Sensors and shooting transfers.

The carrier element of the road is a rail system consisting of two identical non-uniform corners in the form of a crossbar connecting the channels opened outside the sleepers and having holes for the possible attachment of their anchors to the soil of production. The connection of segments of the rails is hinged, quickly disconnect.

The thrust force is created by a winch with a hydraulic engine. The rope with the help of a rolleropor throughout the path is carried out on forced guides.

Depending on the quantity and purpose of goods, the rolling stock can be completed with the following transport units: with a transport platform with a carrying capacity of 18 tons (constantly as part of the train), four transport platforms with a carrying capacity of 4 tons, a brake trolley (constantly in the train), containers with a capacity of 1.1 m 3 connecting

For controlling locomotives with a diesel drive, persons who have passed special training, surrendered exams that have received a certificate and having underground work experience of at least one year and familiar with the "manual for operation ...." and a real project.

Each machine that entered into operation should be enumerated and the order for the site is fixed for certain persons.

Underground conditions allowed diesel fuel With the flash point in the closed, not lower than 61 ° C and the sulfur content of not more than 0.2% by weight (GOST 305-82) with an antidymnaya additive. It is forbidden to use the unknown brand fuel.

Information about repairs and the results of the inspections of each machine must be entered into the "Locomotive Locomotive Repair Book".

During movement, it is forbidden to hang out from the locomotive cockpit and go from it. When managing the locomotive, the driver must be in the cab.

The locomotive locomotive parking is allowed only in the event of a crash or malfunction that can cause an accident.

No exploitation of locomotive without side and frontal housings is not allowed. Side covers are allowed to shoot only with a non-working locomotive.

With the coupling of cargo carts with locomotive, the relevant rules apply. Forbidden to push the composition without traction only with cabins.

It is not allowed to load the locomotive over the permissible load.

To carry out any repair on the locomotive is allowed only with a non-working diesel.

When the locomotive is moving around the horizontal path or on the slope, the locomotive driver must prevent the driving wheels in the event of an obstacle or a wet or a grinding rail. It is necessary to go back and the specified area to overcome the newly smooth movement. If, after the attempt marked, it will not be possible to overcome this section of the rail, then this section of the suspended path must be cleared to dryness and only after that continue to move.

With the wear of traction wheels to a diameter of 340 mm, they need to be replaced. When the plane is found wider than 10 mm on the cylindrical part, the roller should also be replaced. All wheels must have the same diameter and must be made of one material.

When the brake lining is used to 2 mm, you need to replace the lining. After replacing the brake pads, you need to check when the locomotive is inhibited.

To connect a locomotive with a speed limiter to use only the connecting rods of factory manufacture.

Each stop of the locomotive using the speed limiter should be considered an emergency case and write it in the Locomotive inspection and repair book.

It is prohibited to work on faulty machines, including:

1) with defective: diesel engine, transmissions and thermal protection devices and emergency engine stops;

2) with defective and not refilled: cleaning devices exhaust gases and engine cooling, high content of harmful components in exhaust gases;

3) with defective and clogged flame relief (the magazine is checked by the reference date of the plane sensors);

4) in the absence or malfunction of stationary means of fire extinguishing and portable fire extinguishers;

5) when leaks and looses are detected: in fuel, hydraulic, water, oil, air and other systems;

6) with increased engine smoke, an increasing fuel supply system, disturbed fillings and marking of the fuel supply system and injection ahead;

7) with violations of explosion safety and explosion protection suction and exhaust systems engine;

8) with violations of explosion protection, locks and protection of electrical and other equipment;

9) with defective locks, protection products, speeds;

10) with defective or non-adjusted brakes;

11) with defective automatic control devices of methane content.

12) the results of the machine inspection must be applied to " Waybill Machinists on locomotive № ... ".

Machines are allowed to operate machines in the exhaust gases of which on any permissible mode, the concentration of carbon oxide does not exceed 0.08% by volume, and the concentration of nitrogen oxides in terms of NO 2 does not exceed 0.07% h in volume (in terms of N 2 O 5 - 0.035% by volume).

The air in the active underground workings during the operation of machines with a diesel actuator should not contain poisonous gases more than the maximum permissible concentrations (MPC), including nitrogen oxides (in terms of NO 2) more than 5mg / m 3 (0.00025% by volume) and nitrogen dioxide NO 2 2 mg / m 3 (0.0001% by volume), carbon oxide of more than 20 mg / m (0.0017% by volume).

In the mine, to the plot and in certain workings on which the routes of movement of machines with a diesel drive are passed, fresh air should be supplied in an amount that provides the dilution of harmful components of exhaust gases to the MPC, but not less 5 m 3 / min per L.S. rated power diesel engines.

Checking the adequacy of air flow sufficiency for the ignition of exhaust gases should be carried out by selecting and analyzing air samples in the atmosphere of workings during the period of operation of the calculated number of machines. Air sampling is performed by HCSC employees in the presence of a representative of the VTB mine. According to the results of the analyzes, the air consumption is allowed, both in the greater and in a smaller side.

Air sampling should be carried out at points characterizing the level of atmospheric atmospheric levels of all simultaneously working machines, as well as on the posts of machines and in places of constant people. The average content of harmful gases in the air for the taken samples should not exceed the established sanitary standards.

Measurement sites and air sampling, as well as the frequency and form of data presentation are determined by the order by order.

An analysis of the composition of the air in the work places of the machines should be carried out additionally in cases of changes in the gas situation in the workings, including when changing the ventilation scheme or the number of simultaneously working machines.

The amount of air in the places of operation of machines with diesel drive and the content in it CO, CO 2 and 2 should be checked at least twice a month by employees of the VTB site. At the location of the air, the amount of air should be the boards on which: the date of measurement, the cross-sectional area of \u200b\u200bthe production, calculation and actual amount of air, the speed of the air jet, the number of operating machines with a diesel drive.

If you violate or changes in the installed ventilation mode, the machine must be stopped, and their engines are turned off. About changes or violations of the ventilation scheme should be immediately reported on areas where machines with diesel drive are operating.

In the process of operation of the machines, at least two times a month, the mechanic plot pcs should be measured by the concentrations of carbon oxide and nitrogen oxides in undiluted exhaust gases during engines: at maximum turns, on idling and with full load (when moving the car on the rise with the calculated cargo). In this case, the content of nitrogen oxides in terms of NO 2 does not exceed 0.07% by volume and carbon oxide does not exceed 0.08% by volume. These measurements must be made before the start of operation of the engine in underground conditions, after each repair, engine adjustment, while refueling diesel engine Fuel new Mark. or a long interruption in work (more than two weeks). The selection and analysis of exhaust gases is made by HPSF employees in the presence of a representative of the VTB mine.

Diesel engines when stopping vehicles (garage, temporary parking), the duration of more than 5 minutes should be turned off, except in cases of testing engine operation.

Carrying the service item with diesel drives should ensure the composition of air corresponding to sanitary standards, but not less than four-time air exchange within an hour. All service items (garage, temporary parking) should be posters with the maximum permissible number of simultaneously working machines.

The speed of movement of machines with a diesel actuator in the direction of air flows should differ from the speed of flow of flux at least 0.5 m / s. Movement with closer speeds is allowed only during periods of acceleration or braking machines. When transporting people or cargo, the distance between ones on one way diesel machines must be at least 100 m.

Machiners and mechanics for servicing machines with a diesel drive quarterly should be briefing on ventilation and safety equipment related to the operation of machines.

The gap between the most protruding part of the size of the rolling stock of the monorail road or the cargo transported and the formation of the production should be at least 0.3 m and for the passage of people at least 0.7. At the speed of 1 m / s and the 0.2 meters are allowed below. The gap between the bottom of the vessel (the lower edge of the cargo transport) and the generation soil should be at least 0.4 meters. When transporting large-sized equipment with the written permission of the main engineer of the mine, a reduction in the gap between the lower edge of the transported cargo and the generation of production is allowed or located on the soil by equipment to 0.2м when performing the following conditions: maintenance of cargo by the face of technical supervision; turn off the conveyor and the mechanical locking of its starter when delivering through conveyorized workings.

It is prohibited to place in one production of monorail and rail vehicles. In the intersections (pairs), their simultaneous work should be excluded for the development of monorail diesel roads and rail transport.

Tanks, pipelines and equipment in the garage must have a reliable grounding.

Mounting with monorail transport and the rolling stock of monorail roads should be equipped with signaling tools and safety signs in accordance with "uniform requirements for signals and signs in underground workings and on mine transport of coal and shale mines", 1980.

The composition of the monorail road must be loaded so that the distance between the goods on adjacent trolleys, which ensures the passage of the composition on the roundabilities and the beggars of the path, but not less than 0.3 m. At the same time, throughout the road route, the gap between the upper edge of the cargo transported And the lower edge of the monorail path must be at least 50 mm.

Determining the number of dieselosis

The required amount of dieselosis and rolling stock is calculated in each particular case, similar to the corresponding calculation for the rail locomotive branch.

The number of dieselosis and rolling stock depends on the following factors: the size of the transport network and the distance of delivery, the number of materials transported, equipment and people, the performance of locomotive compositions.

The total number of workers dieselosis is determined depending on the required amount of machinemen per day and the mode of their operation (the number of work shifts for delivery).

The Dieselose Park serving the mine consists of a flight, auxiliary (for maneuver service and auxiliary transport operations), reserve machines and repair machines.

We define a possible number of flights for shifting one dieselosis:

where is the duration of the shift, s.;

The coefficient that takes into account the time of preparation of a diesel engine to operation;

Time of one flight, min.

3.6 flights.

The number of flights for shift, based on the volume of material and equipment transported, is determined:

flights. (185)

where - the maximum amount of materials transported for a shift in the mine;

The coefficient of uneven flow of cargo;

The maximum weight of the cargo is transported in one flight, t;

The number of flights with passengers, flights.

11.9 flights.

The required number of working dieselosis is determined by:

3.3 pcs. (186)

Inventory number of dieselosis:

3.3 + 1 \u003d 4.3 pcs. (187)

We accept the number of dieselosis 5 pcs.

The actual productivity of one dieselosis in shift:

Km / cm. (188)

where is the weighted average length of the yield, km

Possible replaceable performance by one dieselosis:

11 * 3.6 * 3 \u003d 118.8 km / cm. (189)

The utilization rate of dieselosis is determined:

For transportation of auxiliary equipment, materials and people in the mine, 5 dieseloses will be required.

Conclusion: The application of the new technological scheme of the auxiliary transport and the use of dieselosis allows you to improve the technical and economic indicators of the mine, reduce injuries on auxiliary transport.