Inclined laneway track

Abstract

The inclined laneway track comprises a sleeper, a steel rail and a connecting plate, fasteners are oppositely arranged at the top of the sleeper, the steel rail is connected to the top of the sleeper and connected with the fasteners in a buckled mode, and the connecting plate is connected with the sleeper and the steel rail. Therefore, connection between the steel rails and the sleepers is firmer, vibration and impact force generated when a mine car runs can be effectively resisted, and relative displacement between the steel rails and the sleepers is reduced, so that the risk of loosening of the rails is reduced, the distance between the steel rails can be kept stable, and change of the distance between the rails caused by connection loosening is avoided; the possibility of mine car derailing is reduced, and transportation safety is guaranteed; meanwhile, the connecting plates can disperse stress at the connecting positions of the steel rails and the sleepers, local damage caused by stress concentration is avoided, and the service life of the rail is prolonged.

Description

TECHNICAL FIELD

[0001] The application belongs to the technical field of mine engineering, and particularly relates to an inclined shaft roadway track. BACKGROUND

[0002] In the mining, the inclined shaft roadway track is an important part of the underground transportation system, which covers many aspects such as mine development, mining and material transportation. At present, in the construction process of large slope inclined shaft, rail transportation inclined shaft needs to be used due to the large slope. However, the track and the sleeper are generally connected by bolts. When the mine car runs, the bolts are frequently loose, which causes the track to be loose, and then changes the track spacing, causing the mine car to derail. CONTENT OF THE UTILITY MODEL

[0003] Therefore, the technical problem to be solved by the application is to provide an inclined shaft roadway track which can enhance the stability of the connection between the steel rail and the sleeper and reduce the possibility of mine car derailment accidents.

[0004] In order to solve the above problems, the application provides an inclined shaft roadway track, which comprises:

[0005] The top of the sleeper is provided with a fastener in opposite positions;

[0006] The steel rail is connected to the top of the sleeper and is buckled with the fastener;

[0007] The connecting plate is connected with the sleeper and the steel rail respectively.

[0008] Optionally, the fastener comprises:

[0009] The clamping part is used to contact the steel rail;

[0010] The fastening device is arranged in the area outside the projection of the steel rail on the clamping part, and is used to fix the clamping part on the sleeper.

[0011] Optionally, the fastener further comprises:

[0012] The buffer device is arranged between the clamping part and the sleeper.

[0013] Optionally, the buffer device comprises:

[0014] The support backing plate is arranged at the bottom of the clamping part;

[0015] The elastic backing plate is arranged on the side of the support backing plate away from the clamping part.

[0016] Optionally, the fastener further comprises:

[0017] A threaded groove is formed in the top of the buckling part.

[0018] A protective cover is engaged with the threaded groove.

[0019] Optionally, a rail receiving groove is formed in the sleeper for accommodating the steel rail and limiting the steel rail in the length direction of the sleeper.

[0020] Optionally, a buffer pad is arranged at the bottom of the rail receiving groove.

[0021] Optionally, a wear-resistant pad is arranged at the wall of the rail receiving groove.

[0022] Optionally, the inclined shaft roadway track further comprises:

[0023] An anchor rod is arranged at the downward direction side of the sleeper for limiting the sleeper in the downward direction.

[0024] Optionally, a plurality of sleepers are arranged, and in the adjacent two sleepers, one is provided with the anchor rod and the other is not provided with the anchor rod.

[0025] Advantages

[0026] In the inclined shaft roadway track provided in the embodiment of the utility model, the buckling part and the connecting plate arranged oppositely at the top of the sleeper are used, so that the connection between the steel rail and the sleeper is more firm, the vibration and impact force generated when the mine car runs can be effectively resisted, the relative displacement between the steel rail and the sleeper is reduced, the risk of track loosening is reduced, the spacing between the steel rails is kept stable, the change of track spacing caused by loose connection is avoided, the possibility of mine car derailment is reduced, and the transportation safety is ensured. Meanwhile, the connecting plate can disperse the stress at the connection between the steel rail and the sleeper, avoid local damage caused by stress concentration, and prolong the service life of the track. BRIEF DESCRIPTION OF DRAWINGS

[0027] Figure 1 Fig. 1 is a structural schematic view of an inclined shaft roadway track according to an optional embodiment of the present application;

[0028] Figure 2 Fig. 2 is a sectional view of a buckling part according to an optional embodiment of the present application;

[0029] Figure 3 Fig. 3 is a sectional view of a connecting plate according to an optional embodiment of the present application; Figure 2 Fig. 4 is an enlarged view of A in Fig. 3.

[0030] The reference signs are represented as:

[0031] 1, sleeper; 11, rail slot; 2, rail; 3, connecting plate; 4, fastener; 41, buckling part; 42, fastening device; 43, buffer device; 431, support pad; 432, elastic pad; 44, threaded groove; 45, protective cover; 5, buffer pad; 6, wear-resistant pad; 7, anchor rod. DETAILED DESCRIPTION

[0032] In the description of the present application, it should be understood that the terms "center", "longitudinal", "transverse", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise" and the like indicate the orientation or positional relationship shown in the drawings, which are only for the convenience of describing the present application and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as limiting the present application.

[0033] In addition, the terms "first" and "second" are only for descriptive purposes and cannot be understood as indicating or implying relative importance or implicitly indicating the number of the technical features indicated. Therefore, the features defined as "first" and "second" can explicitly or implicitly include one or more of the features. In the description of the present application, the meaning of "multiple" is two or more, unless otherwise specifically limited.

[0034] In the present application, unless otherwise specifically defined and limited, the terms "mounting", "connection", "connection", "fixing" and the like should be broadly understood, for example, it can be fixedly connected, or it can be detachably connected, or it can be integrally connected; it can be mechanically connected, or it can be electrically connected; it can be directly connected, or it can be indirectly connected through an intermediate medium, or it can be connected inside two elements. For those skilled in the art, the specific meaning of the above terms in the present application can be understood according to the specific circumstances.

[0035] The preferred embodiments of the present application will be described below in conjunction with the drawings, and it should be understood that the preferred embodiments described herein are only used to illustrate and explain the present application, and are not used to limit the present application.

[0036] In conjunction with Figures 1 to 3 As shown in the drawings, according to the embodiments of the present application, a kind of inclined shaft and roadway track is provided, including: sleeper 1, the top of sleeper 1 is relatively provided with fastener 4;Rail 2, rail 2 is connected to the top of sleeper 1 and is buckled with fastener 4;Connecting plate 3, connecting plate 3 is connected with sleeper 1 and rail 2 respectively.

[0037] It should be noted that in the present application, the use of the fastener 4 and the connecting plate 3 arranged oppositely on the top of the sleeper 1 makes the connection between the rail 2 and the sleeper 1 more firm, which can effectively resist the vibration and impact force generated during the operation of the mine car, reduce the relative displacement between the rail 2 and the sleeper 1, thereby reducing the risk of track loosening, helping to keep the spacing between the rails 2 stable, avoiding the change of track spacing caused by loose connection, reducing the possibility of mine car derailment, and ensuring transportation safety; at the same time, the connecting plate 3 can disperse the stress at the connection between the rail 2 and the sleeper 1, avoid local damage caused by stress concentration, and prolong the service life of the track.

[0038] Among them, the sleeper 1 is the main supporting part of the inclined shaft roadway track.

[0039] Specifically, when the sleeper 1 is installed, a hole can be reserved on the sleeper 1, and the base structure (such as the rock wall or ground of the inclined shaft roadway) at the lower part of the sleeper 1 is connected and fixed by bolts or screws.

[0040] Among them, the sleeper 1 can be provided with several sleepers 1, and the several sleepers 1 are arranged in sequence along the extension direction of the rail 2 at the bottom of the rail 2. It can be understood that the spacing of the sleepers can be determined according to the design requirements and bearing capacity of the track. It can uniformly support the rail 2 and disperse the load, and the present embodiment is not limited further.

[0041] Specifically, in the horizontal direction, the sleeper 1 is arranged perpendicularly to the rail 2 to provide stable support. The top surface of the sleeper 1 is a plane, so that the rail 2 can be placed stably thereon; in the vertical direction, the bottom of the rail 2 is in close contact with the top of the sleeper 1, and the rail bottom of the rail 2 can be embedded in the fastener 4 or fixing device on the sleeper 1 to limit the displacement of the rail 2.

[0042] Among them, in the present embodiment, two fasteners 4 are oppositely arranged on the top surface of the sleeper 1, one fastener 4 is located on one side of the rail 2, and the other fastener 4 is located on the other side of the rail 2, which is used to hold the rail 2, so as to fix the rail 2 and the sleeper 1 together. It can be understood that the fastener 4 can be a spring strip fastener 4, a clamping plate fastener 4, a spike fastener 4 or a spring piece fastener 4, and the present embodiment is not limited further.

[0043] Among them, in the present embodiment, two connecting plates 3 are oppositely arranged on the top surface of the sleeper 1, one connecting plate 3 is located on one side of the rail 2, and the other connecting plate 3 is located on the other side of the rail 2, which is used to further enhance the connection strength between the rail 2 and the sleeper 1.

[0044] Specifically, at least part of the connecting plate 3 is fixedly connected with the sleeper 1, and the rest of the connecting plate 3 is closely attached to the rail 2. The connecting plate 3 can be fixedly connected with the sleeper 1 by welding, i.e., the connecting part of the connecting plate 3 and the sleeper 1 is fused together by high temperature to form a firm combination. Alternatively, the connecting plate 3 can be fixedly connected with the sleeper 1 by riveting, i.e., a rivet is passed through the pre-provided holes of the connecting plate 3 and the sleeper 1 to achieve the fixation. Similarly, the connecting plate 3 is fixedly connected with the rail 2, which will not be described herein again.

[0045] In some specific examples, the connecting plate 3 is a flat steel plate. A flat steel plate is directly placed on the contact surface between the sleeper 1 and the rail 2 for welding.

[0046] In other specific examples, the connecting plate 3 is a bent steel plate. The steel plate is bent to a specific angle or shape to better fit the structural features of the sleeper 1 and the rail 2, thereby increasing the welding adhesion and stability.

[0047] In addition, the connecting plate 3 can also be a special-shaped steel plate. The irregularly shaped steel plate is customized according to the special shape of the connecting part of the sleeper 1 and the rail 2 to achieve a more compact and unique fixation mode.

[0048] In some possible implementation examples provided in the present application, referring to Figure 2 As shown in the figure, the fastener 4 comprises a clamping component 41 and a fastening device 42. At least part of the clamping component 41 is used to contact the rail 2, and the fastening device 42 is arranged in an area outside the projection of the rail 2 on the clamping component 41 to fix the clamping component 41 on the sleeper 1.

[0049] It should be noted that, in the present application, the clamping component 41 directly contacts the rail 2, which can effectively press the rail 2 on the sleeper 1, reduce the up-and-down and left-and-right movement of the rail 2, and enhance the stability of the track structure. At the same time, the fastening device 42 is arranged in an area outside the projection of the rail 2 on the clamping component 41, which avoids the local stress concentration caused by the direct contact between the fastening device 42 and the rail 2, makes the stress distribution of the fastener 4 more uniform, and prolongs the service life of the fastener 4.

[0050] For example, the fastener 4 is a clamping plate type, and the clamping component 41 is a clamping plate with an arc-shaped groove. The arc-shaped groove matches the shape of the rail 2 and can closely attach to the bottom and side of the rail 2 to provide sufficient clamping force to limit the longitudinal and transverse movement of the rail 2. The fastening device 42 can be a bolt and a nut. The bolt is passed through the pre-provided holes of the clamping component 41 and the sleeper 1, and the clamping component 41 is fixedly connected with the sleeper 1 by tightening the nut, so as to ensure that the clamping component 41 can continuously and stably play a role.

[0051] Specifically, in order to enhance the friction and stability between the clamping component 41 and the steel rail 2, the inner surface of the arc-shaped groove can be provided with anti-skid lines or coated with a material with high friction coefficient.

[0052] In some possible implementation embodiments provided in the present application, referring to Figure 2 As shown in the figure, the fastener 4 further comprises a buffering device 43, which is arranged between the clamping component 41 and the sleeper 1.

[0053] It should be noted that, in the present application, by arranging the buffering device 43 between the clamping component 41 and the sleeper 1, the impact force and vibration transmitted from the steel rail 2 to the sleeper 1 can be effectively absorbed and reduced during the operation of the mine car, the damage to the sleeper 1 and other components of the fastener 4 is reduced, and the service life thereof is prolonged; at the same time, the pressure applied by the clamping component 41 on the steel rail 2 is more evenly distributed on the sleeper 1, avoiding local excessive stress that leads to damage or deformation of the sleeper 1; at the same time, it helps to reduce the noise generated between the steel rail 2 and the sleeper 1 due to vibration, and improve the working environment; at the same time, when the track is slightly deformed due to temperature change or geological conditions and other factors, the buffering device 43 can play a certain adjusting role, reducing the stress on the fastener 4 and the track structure; at the same time, it can also enhance the connection stability between the clamping component 41 and the sleeper 1, and prevent the clamping component 41 from loosening or displacing in long-term use.

[0054] The buffering device 43 can be made of a material with elasticity and shock-absorbing performance, such as a rubber pad, a spring element or a special polymer material. Through the elastic deformation and thickness change of the buffering assembly, the height, gauge and other geometric parameters of the track can be fine-tuned to ensure the smoothness and accuracy of the track. At the same time, it can fill the small gap between the fastener 4 and the sleeper 1, increase the contact area, improve the firmness of the connection, and prevent the fastener 4 from loosening or displacing.

[0055] Specifically, the main function of the buffering device 43 is to buffer and relieve the impact force and vibration of the steel rail 2 caused by the operation of the mine car. When the impact force and vibration are transmitted from the steel rail 2 to the clamping component 41, the buffering device 43 can absorb and disperse part of the energy, reducing the force directly transmitted to the sleeper 1.

[0056] In the above embodiment, referring to Figure 3 As shown in the figure, the buffering device 43 comprises a support pad plate 431 arranged at the bottom of the clamping component 41, and an elastic pad plate 432 arranged on the side of the support pad plate 431 away from the clamping component 41.

[0057] It should be noted that in the present application, the combination of the support pad plate 431 and the elastic pad plate 432 provides a double buffering effect. The support pad plate 431 first bears the pressure, playing a role in preliminary support and dispersion of pressure; the elastic pad plate 432 further absorbs and slows down the remaining impact force and vibration, greatly improving the buffering effect.

[0058] Among them, the support pad plate 431 can be an iron pad plate and the like.

[0059] Specifically, the support pad plate 431 is in direct contact with the clamping part 41 and is located below the clamping part 41. On the one hand, it can enhance the contact area between the fastener 4 and the sleeper 1, so that the fastening force of the fastener 4 can be more evenly distributed on the sleeper 1, improving the stability and reliability of the connection; on the other hand, it can improve the stress condition between the fastener 4 and the sleeper 1, reduce stress concentration, and reduce the risk of fatigue damage of the sleeper 1. In addition, it can also adjust the geometric size of the track. By using support pad plates 431 of different thicknesses or shapes, the height, gauge and other parameters of the track can be fine-tuned to ensure the smoothness of the track.

[0060] Among them, the elastic pad plate 432 can be a rubber pad plate and the like.

[0061] Specifically, the elastic pad plate 432 is arranged back-to-back with the support pad plate 431. On the one hand, it can provide elastic buffering to absorb the vibration and impact energy generated during the operation of the mine car, reduce the transmission of vibration to the sleeper 1, and reduce noise; on the other hand, it can compensate for the manufacturing tolerances and installation errors between the track components, ensuring the close connection between the fastener 4 and the sleeper 1.

[0062] In some possible implementation embodiments provided in the present application, referring to Figure 2 The fastener 4 further comprises a threaded groove 44 and a protective cover 45, wherein the threaded groove 44 is formed in the top of the clamping part 41, and the protective cover 45 is engaged with the threaded groove 44.

[0063] It should be noted that in the present application, the protective cover 45 is engaged with the threaded groove 44, which can effectively prevent dust, moisture and other impurities from entering the top of the clamping part 41, reduce the rust and wear of the internal threads, and ensure the reliability and durability of the threaded connection; at the same time, it also reduces the direct exposure of the threads to the external environment, reduces the risk of damage to the threads such as bumps and scratches, and prolongs the service life of the clamping part 41.

[0064] Among them, the threaded groove 44 is generally circular, and the groove wall of the threaded groove 44 is provided with threads.

[0065] Among them, the protective cover 45 is generally cylindrical, and the inner surface of the protective cover 45 has threads matched with the threaded groove 44 at the top of the clamping part 41, so that the protective cover 45 can be tightly combined with the threaded groove 44 by rotating.

[0066] Specifically, when the protective cover 45 is screwed in and fully engaged with the threaded groove 44, the protective cover 45 covers the top of the buckling part 41, forming a closed structure.

[0067] In some possible implementation embodiments provided in the present application, referring to Figure 2 As shown in the figure, the sleeper 1 is provided with a rail-accepting groove 11 for accommodating the steel rail 2 and limiting the steel rail 2 in the length direction of the sleeper 1.

[0068] It should be noted that, in the present application, the rail-accepting groove 11 provided on the sleeper 1 for accommodating the steel rail 2 can ensure the accurate and stable position of the steel rail 2 in the length direction of the sleeper 1, prevent excessive longitudinal movement of the steel rail 2 during operation, and thus maintain the geometric shape of the track and the accuracy of the track gauge, which helps to improve the stability of the entire track structure when the mine car passes, reduce the jumping and shaking of the steel rail 2, enable the steel rail 2 to bear the train load more evenly, reduce local excessive wear, prolong the service life of the steel rail 2, ensure the normal state of the track, reduce the risk of train derailment caused by the position deviation of the steel rail 2, and enhance the safety of transportation; at the same time, when the steel rail 2 needs to be inspected, adjusted or replaced, the rail-accepting groove 11 can serve as a reference datum for convenient operation. In addition, in the inclined shaft track, the rail-accepting groove 11 can better resist the component force of gravity along the track direction and prevent the steel rail 2 from sliding downward.

[0069] In the present application, the rail-accepting groove 11 can be a groove, and the rail bottom of the steel rail 2 can be embedded in the groove.

[0070] Specifically, the rail-accepting groove 11 provides a suitable mounting position for the steel rail 2, so that the steel rail 2 can be closely combined with the sleeper 1; on the other hand, through the blocking effect of the groove wall, the steel rail 2 is prevented from excessive sliding or deviation in the length direction of the sleeper 1, so as to ensure the position stability of the steel rail 2 during normal operation, thereby ensuring the safety and normal operation of the track system.

[0071] In the above embodiment, referring to Figure 3 As shown in the figure, the groove bottom of the rail-accepting groove 11 is provided with a buffer pad 5.

[0072] It should be noted that in the present application, when the mine car passes, the impact force received by the steel rail 2 can be absorbed and slowed down to a certain extent by the buffer pad 5, reducing the direct impact on the sleeper 1 and reducing vibration transmission; at the same time, it is helpful to fine-tune the height of the steel rail 2, so that the flatness of the track is more easily achieved; at the same time, it can increase the contact area and friction between the steel rail 2 and the rail groove 11, and improve the stability of the steel rail 2 on the sleeper 1; at the same time, it can reduce the rigid collision between the steel rail 2 and the bottom of the rail groove 11, thereby reducing the noise generated during operation. In addition, it can also enhance the insulation performance of the track: prevent current conduction through the rail groove 11, and ensure the stability and safety of the track circuit. For example, in electrified railways, avoid abnormal current leakage affecting the signal system.

[0073] Among them, the buffer pad 5 can be a polyurethane pad and the like.

[0074] Specifically, the buffer pad 5 is located inside the rail groove 11, specifically at the bottom position of the rail groove 11.

[0075] In the above embodiment, referring to Figure 3 It is shown that the groove wall of the rail groove 11 is provided with a wear-resistant pad 6.

[0076] It should be noted that in the present application, by providing a wear-resistant pad 6 on the groove wall of the rail groove 11, the friction and wear between the steel rail 2 and the groove wall of the rail groove 11 can be effectively reduced, reducing the cost of frequent maintenance and replacement of parts due to wear, and prolonging the service life of the rail groove 11 and the steel rail 2; at the same time, when the steel rail 2 has slight lateral displacement, the wear-resistant pad 6 can provide certain buffering and limitation, reducing damage to the track structure; at the same time, it can reduce the friction noise between the steel rail 2 and the groove wall, and improve the operating environment.

[0077] Among them, the wear-resistant pad 6 can be a composite pad composed of multiple materials, such as a composite material of rubber and metal sheet.

[0078] Specifically, when the steel rail 2 is placed in the rail groove, the side surface of the steel rail 2 will be in contact with the wear-resistant pad 6 on the groove wall. The existence of the wear-resistant pad 6 can form an isolation and protection layer between the steel rail 2 and the groove wall. Since the steel rail 2 will produce certain friction and collision with the groove wall during operation, the wear-resistant pad 6 can withstand such frequent friction and impact, reducing the wear and damage directly received by the groove wall.

[0079] In some possible implementation embodiments provided by the present application, referring to Figure 1 It is shown that the inclined shaft roadway track further includes: an anchor rod 7, which is arranged on the downward direction side of the sleeper 1 and is used for limiting the sleeper 1 in the downward direction.

[0080] It should be noted that in this application, in the downhill direction of the inclined tunnel, the anchor rod 7 can effectively prevent the sleeper 1 from sliding downward due to gravity, ensuring the stability of the sleeper 1 position, avoiding the safety hazards such as changes in track spacing and misalignment of the rail 2 caused by displacement of the sleeper 1 when descending, and improving the safety during transportation. At the same time, it can reduce the frequent track adjustment and maintenance work caused by the movement of the sleeper 1, saving manpower and material resources.

[0081] Among them, the anchor rod 7 can be a ground anchor, which is located on the side of the sleeper 1 facing the inclined downhill direction.

[0082] Specifically, when the track is in an inclined state, especially when descending, the sleeper 1 will be affected by the component force of gravity in the downhill direction and have a tendency to slide downward. The anchor rod 7 prevents the sleeper 1 from producing excessive displacement in the downhill direction through its fixing and blocking effect, thereby ensuring the stability of the sleeper 1 position and maintaining the integrity and normal function of the entire track structure. It can be understood that a stable sleeper 1 position helps to evenly distribute train loads and reduce fatigue damage to track components, prolonging the service life of the entire track.

[0083] In the above embodiment, referring to Figure 1 As shown, the sleeper 1 is provided with a plurality of anchor rods 7, and in adjacent two sleepers 1, one is provided with an anchor rod 7 and the other is not provided with an anchor rod 7.

[0084] It should be noted that in this application, not every sleeper 1 is provided with an anchor rod 7, which saves the number of anchor rods 7 used and reduces material and installation costs while meeting the limiting requirements.

[0085] Among them, the alternate arrangement makes the anchor rod 7 not on every sleeper 1, but distributed on different sleepers 1 at intervals.

[0086] Specifically, along the direction of the track extension, when observing any two adjacent sleepers 1, the following situation will occur: one of the sleepers 1 has an anchor rod 7 installed on the downward direction side for limiting the sleeper 1 in the downhill direction; while the other adjacent sleeper 1 does not have an anchor rod 7 installed on the downward direction side. It can be understood that the sleeper 1 without an anchor rod 7 has a certain amount of movement, which can adapt to the slight deformation of the track to some extent and avoid stress concentration caused by excessive restriction.

[0087] It is easy for those skilled in the art to understand that the above advantageous modes can be freely combined and superimposed without conflict.

[0088] The above merely preferred embodiments of the present application are not used to limit the present application, any modification, equivalent replacement and improvement made within the spirit and principle of the present application should be included in the protection scope of the present application. The above is merely the preferred embodiment of the present application, it should be pointed out that, for the ordinary skilled in the art, without departing from the technical principle of the present application, a number of improvements and variations can be made, these improvements and variations should also be considered as the protection scope of the present application.

Claims

1. A ramped drift track, characterized in that, The utility model relates to a rail track for inclined shaft and gallery, which comprises: a sleeper (1) with fasteners (4) arranged oppositely on the top of the sleeper (1); a steel rail (2) connected to the top of the sleeper (1) and fastened with the fasteners (4); a connecting plate (3) connected to the sleeper (1) and the steel rail (2) respectively.

2. A ramped drift track according to claim 1, characterised in that, The fasteners (4) comprise: a pressing part (41) for contacting the steel rail (2) at least in part; a fastening device (42) arranged in the area outside the projection of the steel rail (2) on the pressing part (41) for fixing the pressing part (41) on the sleeper (1).

3. A ramped drift track according to claim 2, characterised in that, The fasteners (4) further comprise: a buffer device (43) arranged between the pressing part (41) and the sleeper (1).

4. A ramped drift track according to claim 3, characterised in that, The buffer device (43) comprises: a support backing plate (431) arranged at the bottom of the pressing part (41); an elastic backing plate (432) arranged on the side of the support backing plate (431) away from the pressing part (41).

5. The inclined shaftway track according to claim 2, characterized in that, The fasteners (4) further comprise: a threaded groove (44) formed on the top of the pressing part (41); a protective cover (45) engaged with the threaded groove (44).

6. The inclined shaft and gallery rail track according to claim 1, wherein a rail receiving groove (11) is formed on the sleeper (1) for arranging the steel rail (2) and limiting the steel rail (2) in the length direction of the sleeper (1).

7. The inclined shaft and gallery rail track according to claim 6, wherein a buffer backing plate (5) is arranged at the bottom of the rail receiving groove (11).

8. The inclined shaft and gallery rail track according to claim 6, wherein a wear-resistant backing plate (6) is arranged on the wall of the rail receiving groove (11).

9. The inclined shaftway track according to claim 1, characterized in that, The inclined shaft and gallery rail track further comprises: an anchor rod (7) arranged on the descending side of the sleeper (1) for limiting the sleeper (1) in the descending direction.

10. The inclined shaft and gallery rail track according to claim 9, wherein a plurality of sleepers (1) are arranged, and in the adjacent two sleepers (1), one is provided with the anchor rod (7) and the other is not provided with the anchor rod (7).

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