JP2010116026A - Vehicle for transporting and laying slab - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a vehicle for transporting and laying slabs, which can easily transport slabs even if a surface onto which the slabs are laid is significantly higher than temporary railroad tracks. <P>SOLUTION: The vehicle for transporting and laying slabs includes a gate-shaped frame body 1 for running along a pair of left and right temporary railroad tracks r, r which are temporarily laid, reception members 3 provided to the frame body 1 and onto which railroad slabs S are placed, and an elevating means 30 for elevating the reception members 3. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

  The present invention relates to a slab transporting vehicle for transporting and laying a slab for a track.

2. Description of the Related Art Conventionally, a slab transporting vehicle that transports and lays a slab for a railroad track or the like is loaded and transported on a carriage that travels on a temporary rail that is temporarily installed via a sleeper-like receiving member, as described in Patent Document 1. There was something to do.
Japanese Utility Model Publication No. 48-39604

However, the roadbed where the slab is installed in the curved section of the heavy snowfall zone is set sufficiently higher than the warm area in consideration of snow removal (snow removal), etc., and from the height of the temporary rails temporarily installed on the left and right sides Even it is significantly higher. Such a roadbed has a problem that, especially on a curve, the left or right side is further raised to provide a cant amount (crossing slope), and a part of the carriage interferes to transport the slab. there were.
In other words, after adjusting the height of the temporary rails with the laying material such as sleepers according to the height of the slab installation surface, the problem is that a great deal of time and labor will be spent to drive the carriage. there were.

  Therefore, an object of the present invention is to provide a slab transporting vehicle that can easily transport a slab even if the slab installation surface is significantly higher than the provisional rail.

  In order to achieve the above object, a slab transporting vehicle according to the present invention includes a portal frame that travels along a pair of temporary rails that are temporarily installed, and a slab for a track that is provided on the frame. A receiving member to be placed and an elevating means for elevating and lowering the receiving member are provided.

  Also, a gate-shaped frame body that travels along a pair of temporary rails that are temporarily installed, and a receiving member that is provided on the frame body so as to be swingable about a vertical axis and on which a slab for a track is placed And a towed vehicle that is provided at an upper portion of the frame body and includes hoisting means for loading and unloading the slab from the receiving member, and elevating means for raising and lowering the receiving member.

  The elevating means includes a nut member that is rotated by a manual handle, and a screw shaft that is screwed into the nut member to move up and down.

  According to the slab transporting and laying vehicle of the present invention, even if the slab installation surface is a section that is significantly higher than the temporary rail, it is not necessary to adjust the height of the temporary rail and the slab can be easily transported. By adjusting the height of the receiving member according to the height of the slab installation surface, it becomes possible to travel while avoiding interference. Alternatively, it can be shared from warm regions to heavy snowfall regions.

Hereinafter, the present invention will be described in detail with reference to the drawings illustrating embodiments.
FIG. 1 is an overall view of a slab transporting vehicle according to the present invention, where (a) is a plan view and (b) is a side view.
The slab transport laying vehicle of the present invention is a tow vehicle 11 that travels on a pair of temporary rails r and r that are temporarily installed when a railway track (track) such as a Shinkansen is installed, and is pulled by the tow vehicle 11. And a plurality of towed vehicles 10 (five are shown in FIG. 1) that travel on the temporary rails r and r. The towing vehicle 11 and the highest towed vehicle 10 are provided with an illumination 15, a speaker 16, and a rotating lamp 17.
The pair of temporary rails r, r are arranged at a left and right interval at which a rectangular plate-shaped rail slab S can be laid.

FIG. 2 is a plan view of the towed vehicle. FIG. 3 is a side view thereof.
The towed vehicle 10 is formed of a steel member such as H-shaped steel or C-shaped steel, and includes a frame body 1 having a house shape or a rectangular shape in a side view and a portal shape in a front view. The frame body 1 is provided with four receiving members 3 on which the slab S is loaded so as to swing around the vertical axis L ₃ .

The receiving member 3 swings in a plan view from a state in which the longitudinal direction is substantially parallel to the temporary rail r to a state substantially perpendicular to the temporary rail r (the position of the receiving member 3 indicated by a two-dot chain line). Thus, the slab S is supported from below by projecting into the left and right inner sides of the frame body 1. In other words, it swings 90 degrees (in the direction of the rotation arrow W) about the vertical axis L ₃ .

The receiving member 3 is provided near the lower end (lower half) of the frame body 1.
In the vicinity of each receiving member 3, an elevating means 30 for moving the receiving member 3 up and down (moving in the direction of the up and down arrow Y) is provided. In addition, when the receiving member 3 moves up and down, a guide means 40 is provided for restricting the shaking (swing) in the left-right direction so as to guide the guide member 3 so as to be capable of linear reciprocation. Further, a lock means 50 that can prevent the receiving member 3 from swinging is provided.

  As shown in FIGS. 2, 3, and 7 to 9, the electric hoisting machine 21 that unloads the slab S from the receiving member 3 and the slab S on the front and back of the upper portion of the frame 1 The hoisting means 20 and 20 provided with possible suspension metal fittings 22 are provided. Further, an air brake 12 is provided at the lower end of the frame 1 so that a friction member (shoe) 12b is pressed against the wheel 19 by an air cylinder 12a disposed between the front and rear wheels 19 and 19. Further, work control units 18 capable of operating the hoisting means 20, the air brake 12, and the like are provided on the left and right sides of the frame 1 so as to be at diagonal positions. Moreover, the wheel 19 which rolls the temporary rail r is provided in total four places in front and rear, right and left.

FIG. 4A shows an enlarged view of the main part of FIG. 5 is a front view of the main part of FIG. 4, and FIG. 6 is a view taken along arrow AA of FIG.
Lifting means 30 couples the receiving member 3 in the vertical axis L ₃ holding member 4 which is pivotally supported swingably around. In other words, the receiving member 3 is attached to the lifting / lowering means 30 via the holding member 4. Receiving member 3 is movable swingable vertically axis L ₃ around and vertical axis L ₃ direction (the direction of the vertical arrow Y).

The elevating means 30 is provided above the receiving member 3. As shown in FIG. 4B, a nut member 34 that is rotated by a manual handle 33 and a screw shaft 32 that is screwed up and down with the nut member 34 are provided. The lower end of the screw shaft 32 and the upper end of the holding member 4 are connected.
More specifically, when the worm 33a connected to the manual handle 33 is engaged with the worm wheel portion 34a formed on the outer peripheral surface of the nut member 34 and rotated, the screw shaft in which the nut member 34 is inserted into the casing 31 is provided. The screw shaft 32 that rotates about the axis 32 of the nut and engages with the threaded portion 34b of the nut member 34 moves up and down and moves up and down.

  That is, the receiving member 3 is lifted or pushed down by the screw shaft 32 to adjust (adjust) the height, and the receiving member 3 stops at a desired height position.

  Further, as another embodiment of the lifting means 30 (not shown), a vertical slide member formed with a rack and a pinion connected to the handle are provided, and the slide member is rotated as the pinion rotates. A rack and pinion mechanism that moves up and down may be used.

At a 4 and 5, the locking means 50 includes a contact member 51 to approach or contact the horizontal axis L ₅₀ around the swinging (tilting) the receiving member 3 while being attached to the holding member 4 receives And a contact surface 3a that is formed on the member 3 and contacts the tilted (swinged) contact member 51. As shown in FIG. 4, the receiving member 3 is held and fixed so that the receiving member 3 can receive the slab in the left-right direction. To do.

  In FIG. 6, the guide means 40 is attached to the side (left and right) bulging locking projections 4 a, 4 a formed on the holding member 4 and the vertical column of the frame 1 and guides And a pair of left and right rail members 41, 41 each having a concave groove 41a. It should be noted that the pair of left and right rail members 41, 41 may be integrally formed as one guide member.

Returning to FIG. 5, the frame body 1 is provided with positioning stopper means 60 that can prevent the downward movement of the receiving members 3 at the lower positions of the receiving members 3. In FIG. 4, the stopper means 60 is not shown.
The stopper means 60 has a plurality of through holes 41b formed through the pair of rail members 41, 41 in the left-right direction, and the pair of left and right rail members 41, 41 inserted into a skewer shape by passing through the through holes 41b. And a rod-shaped stopper member 61. If the lifting / lowering means 30 is not operated, the downward movement of the receiving member 3 is kept in a locked state. However, the stopper means 60 provides double safety measures for preventing unexpected lowering.

The stopper member 61 contacts the lower end of the holding member 4 on the left and right inner sides of the pair of rail members 41 and 41, and a handle portion 61a having a contact portion that forms a grip portion on the base end side and restricts the amount of insertion. swinging to preventing the stopper portion 61b of the rod-shaped to prevent downward movement of the (sliding), the omission to rotate the swinging horizontal axis L ₆₁ around which is perpendicular to the axis of the through-hole 41b provided at the distal end And a retaining piece 61c.

The use method (action) of the above-described slab carrying laid vehicle of the present invention will be described.
As shown in FIG. 7, the slab S ′ is temporarily placed on a temporary placement table H as indicated by a two-dot chain line on the left and right inner sides of the temporary provisional rails r and r.
The towed vehicle 10 is caused to travel along the temporary rails r and r, and the hoisting means 20 is stopped at the upper position of the slab S. The slab S ′ is lifted by the hoisting means 20 (by the lifting bracket 22). When the slab S ′ is lifted by the hoisting means 20, the longitudinal direction of the receiving member 3 is held in parallel with the temporary rail r and does not hinder the hoisting means work.

The slab S 'after lifting the hoisting means 20, to swing the receiving member 3 in the vertical axis L ₃ around. Then, the receiving member 3 has a left and right inward projecting shape below the slab S ′ suspended by the hoisting means 20. Further, the swinging of the receiving member 3 is restricted (fixed) by operating the lock means 50 at a predetermined position (slab stackable position) after the swinging. Then, as indicated by the solid line, the slab S is loaded on the receiving member 3.

The towed vehicle 10 travels on the temporary rails r and r with the slab S placed on the receiving member 3 and transports the slab S to a predetermined facility section. The locking means 50, the receiving member 3, the swinging of the vertical axis L ₃ around is restricted (fixed), inadvertently safely transported while supporting the slab S without swinging. Further, the stopper means 60 (not shown in FIG. 7) prevents sliding (sliding) downward of the receiving member 3.

  When arriving at a predetermined facility location, the slab S is lifted again by the hoisting means 20, and then the locking means 50 is released, and the receiving member 3 is swung and stored (released from below the slab S). S is laid on a predetermined roadbed surface (slab installation surface) T. Note that a plurality of towed vehicles 10 are connected, and a slab S is loaded on each of them, so that a plurality (five in FIG. 1) of slabs S can be laid by one transport.

  By the way, as shown in FIG. 8, in heavy snowy areas such as mountainous areas, the roadbed surface (slab installation surface) T is more than the surrounding surface on which the temporary rail r is provided for snow removal (snow removal) such as snow removal. There is a section that is significantly higher, and in the curve section, a cant amount (crossing gradient) is provided, so that the height difference from the provisional rail r further increases. Specifically, the section with a large difference in height is a section where the height of the installation surface (the highest part 45) of the slab S from the upper surface of the temporary rail r (the contact surface with the wheel 19) is 540 mm or more.

  In other words, when the receiving member 3 is low (at the position of the receiving member 3 as indicated by a two-dot chain line), the receiving member 3 and the transport member are placed on the high roadbed surface T and the slab S "constructed on the buffer material M The slab S inside may collide (contact).

  When traveling on a curve section (mountain section) in such a heavy snowy region, the receiving member 3 is raised by the lifting means 30. Then, the lower surface of the receiving member 3 rises higher than the high roadbed surface (slab installation surface) T and the already installed slab S ″, and collision (contact) is avoided.

  In addition, the receiving member 3 is smoothly raised to a height (predetermined height) that does not collide with the roadbed surface T or the like by the guide means 40 when it rises. Moreover, it travels while maintaining a low center of gravity. The slab S is maintained in a stable posture (compared to the suspended state) and can easily and safely pass through a curved section of a heavy snowy area.

  Further, after laying the slab S or when moving to the work (construction) site, as shown in FIG. 9, a pair of left and right main rails R on which the railway vehicle travels on the slab S ″ in the installed state. , R are moved, the receiving member 3 is moved by the lifting / lowering means 30 to a position higher than the loading surface of the carriage D capable of traveling on the main rails R, R. Thereafter, the receiving member 3 is moved to the carriage D. The frame 1 (the towed vehicle 10) is lifted from the temporary rails r and r as the receiving member 3 is lowered, and the frame 1 is moved to the frame. The body 1 is loaded on the carriage D (without using another large crane device etc.) The frame body 1 is a towing vehicle (separate from the towing vehicle 11) having a strong force traveling on the rails R and R. The towed vehicle 10 moves to the next construction site, etc. faster by using the rails R and R. That.

  Further, the slab S is not stacked on the receiving member 3, and the receiving member 3 is fixed by the locking means 50 in the stored state (a state in which the longitudinal direction is parallel to the temporary rail r) as shown in FIG. That is, an accident in which the receiving member 3 is inadvertently swung and is in contact with other building materials or equipment and a construction site during traveling without loading the slab S is prevented.

  In the present invention, the design can be changed. For example, the towing vehicle 11 provided with a towing drive source is added to the receiving member 3, the elevating means 30, the hoisting means 20, and the guiding means 40 described above. The locking means 50 and the stopper means 60 may be provided.

  As described above, according to the present invention, the portal frame 1 that travels along the temporary pair of left and right temporary rails r and r, and the slab S for the track provided on the frame 1 are placed. Since the receiving member 3 and the elevating means 30 for raising and lowering the receiving member 3 are provided, the height of the temporary rail r is adjusted even if the slab installation surface is a section that is significantly higher than the temporary rail r. There is no need and the slab S can be easily transported. The height of the receiving member 3 can be freely raised and lowered (adjusted) according to the height of the roadbed surface (slab installation surface) T. Even if it is a section where the slab S has already been constructed, it can easily travel. That is, it is possible to cope with both of the forward construction method of laying the slab S while moving forward and the backward construction method of laying the slab S while moving backward. Further, the frame body 1 can be easily loaded on the carriage D that travels along the pair of main rails R and R. That is, the slab carrying laying vehicle of the present invention can be pulled to the main track towing vehicle faster than the towing vehicle 11 by using the carriage D, and can be moved (runned) quickly.

Further, a portal frame 1 that travels along a temporary pair of temporary rails r, r, and a slab S for a track that is provided on the frame 1 so as to be swingable around a vertical axis L _3. To be mounted, a hoisting means 20 for loading and unloading the slab S from the receiving member 3, and an elevating means 30 for raising and lowering the receiving member 3. Since the vehicle 10 is provided, it is not necessary to adjust the height of the temporary rail r, and the slab S can be easily transported and laid even if the slab installation surface is a section that is significantly higher than the temporary rail r. The height of the receiving member 3 can be freely raised and lowered (adjusted) according to the height of the roadbed surface (slab installation surface) T. Even if it is a section where the slab S has already been constructed, it can easily travel. That is, it is possible to cope with both of the forward construction method of laying the slab S while moving forward and the backward construction method of laying the slab S while moving backward. Further, the frame body 1 (the towed vehicle 10) can be easily loaded on the carriage D traveling on the pair of main rails R and R. That is, the slab carrying laying vehicle of the present invention can be pulled to the main track towing vehicle faster than the towing vehicle 11 by using the carriage D, and can be moved (running) quickly.

  The elevating means 30 includes a nut member 34 that is rotated by a manual handle 33 and a screw shaft 32 that is screwed into the nut member 34 to move up and down, so that the receiving member 3 can be raised and lowered. Also, the towed vehicle 10 can be made lighter. A driving source such as a generator is not required, so that consumption of energy such as electricity can be reduced and manufacturing costs can be reduced.

BRIEF DESCRIPTION OF THE DRAWINGS It is a general view which shows embodiment of this invention, (a) is a top view, (b) is a side view. It is a top view of a towed vehicle. It is a side view of a towed vehicle. It is a principal part enlarged view of FIG. 3, (a) It is a principal part side view, (b) is principal part explanatory drawing of a raising / lowering means. It is a principal part front view of FIG. It is an AA arrow line view of FIG. It is a front view explaining the effect | action of a towed vehicle. It is a front view explaining the effect | action of a towed vehicle. It is a front view explaining the effect | action of a towed vehicle.

Explanation of symbols

1 frame
3 receiving member
10 Towed vehicle
20 Hoisting means
30 Lifting means
32 screw shaft
33 Manual handle
34 Nut member r Temporary rail L ₃ Vertical axis S Slab

Claims (3)

  A portal frame (1) that travels along a pair of temporary rails (r) and (r) that are temporarily installed, and a rail slab (S) that is provided on the frame (1) is placed. A slab transport laying vehicle comprising: a receiving member (3) to be moved up and down and an elevating means (30) for raising and lowering the receiving member (3). A gate-shaped frame (1) that travels along a pair of temporary rails (r) and (r) that are temporarily installed, and is swingable about the vertical axis (L ₃ ) around the frame (1). A receiving member (3) on which the slab for track (S) is placed and a winding provided on the frame (1) and for unloading the slab (S) from the receiving member (3). A slab transporting and laying vehicle comprising a towed vehicle (10) including an upper means (20) and an elevating means (30) for elevating and lowering the receiving member (3).   The elevating means (30) includes a nut member (34) rotated by a manual handle (33), and a screw shaft (32) that is screwed up and down to the nut member (34). A slab carrying vehicle according to 1 or 2.

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