KR102424544B1 - Double Rail Jacket Tram Rail Track System - Google Patents

Abstract

The present invention relates to a fixing block for simultaneously fixing a rail and a pipe to a rail gutter in a buried railroad track, and an installation structure of the buried railroad track using the same. Its composition is; roadbed formed by compacting gravel and sand on the ground of the road or by pouring abandoned concrete; Reinforcing bars installed to be spaced apart from the upper surface of the roadbed at a certain height to reinforce the rigidity of the concrete structure; a rail jig installed on the upper surface of the roadbed and serving as a support for supporting the rail; a rail unit fixedly installed on the rail jig and including a rail; including a track slab that is cured in a state to completely surround the rail unit; The rail unit may include a rail comprising a rail base, a stem, and a head provided with wheel grooves; It is characterized in that it comprises a first elastic block surrounding the lower surface of the rail base, the stem and the head of the rail.

Description

Installation structure of multiple rail jacket tram tracks {Double Rail Jacket Tram Rail Track System}

The present invention relates to a tram track structure, and more specifically, by attaching a pre-fabricated multi-rail jacket to the rail abdomen according to the low-performance and high-performance vibration-proof level level in the rail buried track construction, thereby minimizing the influence of the on-site construction environment. It relates to an installation structure of a multi-rail jacket tram track, which improves performance and enables economical construction.

In general, railroad tracks are completed by laying sleepers at regular intervals on a gravel ballast or concrete track slab, and installing and fixing rails thereon. These classic railroad tracks have problems with noise and vibration, and buried railroad tracks have been proposed to solve these problems. In buried railroad tracks, a gutter is formed at the site where the rail of the track slab will be installed, the lower part of the rail is installed in this gutter, the gap between the two rails is precisely adjusted, and the gutter is filled with resin such as polyurethane. Then, it is solidified with an elastic material and the rail is embedded in the elastic material.

Because buried railroad tracks do not have sleepers, even if the wheels of the train pass through the rails, there is no force applied to the track slabs periodically, so vibration is small. Vibration caused by the cause is blocked by the elastic material to a high degree and does not propagate to the surroundings. Since the vibration of the train is significantly reduced, the generation of structural noise is very effective in reducing railway vibration and noise.

The buried railway track is also applied to a means of transportation called a tram. In general, a tram is a tram that runs on rails installed on a road. Although this tram was obsolete by the bus, recently, it can be operated without traffic jams, can transport a large number of people, and has advantages such as having an eco-friendly element, so reuse is being discussed.

With the introduction of trams, buried tracks must be installed on roads. The buried track is installed by excavating a part of the road, compacting the ground, forming a roadbed on the compacted ground, and then installing a concrete ballast with rails on the top of the roadbed. These tracks are usually called tram tracks.

As an example of a conventional tram track, the one disclosed in Korean Patent Registration No. 10-1131745.

According to this prior art, the roadbed formed by compacting the ground or pouring concrete; A crossbar that is erected in plurality at regular intervals in the longitudinal direction of the rail on the roadbed, a crosspiece having two rails installed thereon, and a support rod that is coupled to both ends of the crosspiece to support the crosspiece and has an adjustable height. concrete; a rail assembly which is installed in two rows on both upper sides of the crosspiece, the rail on which the wheels of the road tram slide, and a rail bracket for fixing the rail to the crosspiece of the crosspiece assembly by closely adhering the rail from both sides; and a track slab formed by pouring concrete at the same height as the upper surface of the rail assembly on the roadbed; A plurality of central rods are embedded and erected at regular intervals along the centerline of the two rails in the roadbed, and the crossbar coupling body is rotatably installed in the middle portion of the side of the crosspiece, and the holder body into which the center rod is inserted; By further providing a center bar holder provided on the side surface of the holder body and comprising a fixing part coupled to the cross bar, the cross bar coupling body is coupled to the center bar and is configured to stand on the road bed.

In addition, Korean Patent Registration No. 10-1678589 has been proposed to improve the conventional tram tracks. This prior art is an elastic body dedicated tram gwegwang assembly for adjusting the position of the rail in the rail seating groove formed on the concrete road. A support plate comprising, a height adjustment member that is screwed to adjust the height of the support plate in a form erected on the height adjustment ball, and the left and right adjustment parts are screwed in the horizontal direction to protrude to both sides of the support plate, both ends It includes left and right adjustment bars respectively supported on the side walls of the rail seating groove to adjust the left and right positions of the support plate. Therefore, it is possible not only to finely adjust the position of the rail, but also to easily perform the position adjustment of the rail and the setting of the cant.

Korean Patent Registration No. 10-1131745 Korean Patent Registration No. 10-1678589

It is an object of the present invention to provide an installation structure of a buried railroad track that can be applied to a tram track with respect to the above problem. More specifically, it aims to provide an installation structure of a rail elastic layer tram track for on-site fabrication, which can be fabricated on-site, can be quickly constructed, and has excellent noise and vibration reduction performance.

For the above purpose, the roadbed formed by compacting gravel and sand on the ground of the road or by pouring abandoned concrete; Reinforcing bars installed to be spaced apart from the upper surface of the roadbed at a certain height to reinforce the rigidity of the concrete structure; a rail jig installed on the upper surface of the roadbed and serving as a support for supporting the rail; a rail unit fixedly installed on the rail jig and including a rail; including a track slab that is cured in a state to completely surround the rail unit;

The rail unit is

a rail consisting of a head having a rail base, a stem, and a wheel groove; It is achieved by the installation structure of the multi-rail jacket tram track, characterized in that it comprises a first elastic block surrounding the bottom surface of the rail base, the stem and the head of the rail.

According to another feature of the present invention, the second and third elastic blocks are fitted in the left and right spaces between the rail base and the head, respectively, and fixed in contact with the first elastic block; may further include.

According to another feature of the present invention, the first elastic block is formed with a coupling protrusion; A coupling groove for male and female coupling to the coupling protrusion may be formed in the second elastic block.

According to another feature of the present invention, the hardness of the first elastic block may be higher than that of the second elastic block.

According to another feature of the present invention, the second elastic block may have a cross section in the shape of a digut.

According to the present invention, it is possible to construct a tram track conveniently and quickly by not having to do the pouring of resin on site. Therefore, it is possible to minimize traffic disruption in the downtown area. It is okay to use only the first elastic block, and in this case, since the configuration is simplified, it is possible to obtain a reduction effect in construction cost.

In addition, according to the present invention, there is provided a tram track capable of maintaining constant elastic properties regardless of climate or weather. Because it is a pre-production method, when the installation site is in an inclined area, it is possible to accurately install the track at the desired inclination without the problem of properly leveling it due to the (filling) elastic resin flowing down.

1 is a cross-sectional configuration diagram of a multi-rail jacket tram track according to an embodiment of the present invention.
Figure 2 is a cutaway perspective view of the installation state of the multi-rail jacket tram track according to an embodiment of the present invention.
3 is an exploded perspective view of a rail unit of a multi-rail jacket tram track according to an embodiment of the present invention.
Figure 4 is a cross-sectional configuration diagram showing step by step the installation process of the multi-rail jacket tram track according to an embodiment of the present invention.

Hereinafter, the specific content of the present invention will be described in detail with reference to the accompanying drawings 1 to 4 at the same time. The remaining drawings are cited and explained where necessary.

Tram track according to an embodiment of the present invention includes a roadbed (1), a reinforcing bar (3), a rail jig (5), a rail unit (7) and a track slab (9). The rail jig 5 includes a rail 11 and a cushioning body 13 surrounding the rail 11 .

Hereinafter, the installation process will be described step by step with reference mainly to FIG. 4 .

The roadbed (1) is formed by compacting gravel and sand on the ground (E) on the road, or by pouring and curing discarded concrete (see Fig. 4(a)). When installing a tram track on a pavement, prepare the roadbed 1 by removing the pavement with a certain width along the tram path and excavating to a certain depth.

Thereafter, the reinforcing bars 3 are installed to be spaced apart from the upper surface of the roadbed 1 at a certain height (see FIG. 4(b)). This process is called reinforcement and is intended to reinforce the strength in reinforced concrete structures. The reinforcing bars 3 are installed to be bound vertically and horizontally.

And a rail jig 5 serving as a support for supporting the rail 11 is installed on the roadbed 1 (see FIG. 4(c)). The rail jig 5 may be installed using the reinforced reinforcing bar 3 or may be installed separately from it. The rail jig 5 is installed like a beam so that the rail 11 can be placed thereon. The rail jig 5 includes a crossbar 15 and a post 17 . The post 17 is vertically fixed using the reinforcing bar 3 , and the crossbar 15 is fixed using a predetermined hardware on the upper side of the post 17 . The installation height of the crossbar 15 should be able to be precisely adjusted. The post 17 may be in the form of a screw rod or bolt, and the height of the crosspiece 15 can be adjusted by filling a nut.

And the formwork 8 for the installation of the track slab is installed on both sides of the upper surface of the roadbed 1 (see Fig. 4(d)). The formwork 8 is demolished after concrete pouring and curing (refer to FIG. 4(f)).

The rail unit 7 is fixedly installed on the rail jig 5 by the rail clamp 19 (refer to FIG. 4(e)). The rail unit 7 includes a rail 11 and a cushioning body 13 surrounding the rail 11 .

The rail 11 may be in a known shape to have a constant cross-sectional shape along the longitudinal direction. The rail 11 includes a flange-shaped rail base 21 , a stem 23 , and a head 25 . A wheel groove 27 is provided on the upper surface of the head 25 .

The track slab (9) is cured in a state to surround the rail unit (7).

The rail clamp 19 is fixed by a rail fixing bolt 29 in a state where one end presses the upper surface of the rail base 17 and the other end rests on the upper surface of the crossbar 15 .

The shock absorber 13 basically includes a first elastic block 31 surrounding the rail 11 over the entire surface area except for the upper surface of the head 25 of the rail 11 in contact with the tram. And further, the outer surface of the first elastic block 31 and the second and third elastic blocks 33 and 34 that are in full or partial surface contact may be further included. The second and third elastic blocks 33 and 34 are fitted in the left and right spaces between the rail base 21 and the head 25, respectively.

"와 같은 단면 형태를 가지는 것으로서 마치 레일(11)의 표면에 코팅을 가한 것 또는 옷을 입은 것과 유사한 방식으로 레일(11)과 결합되어 있다. 제1탄성블럭(31)과 레일(11)을 결합할 때는 칼집에 칼을 꽂듯이 길이방향을 따라 슬라이드식으로 끼우는 방식이 이용될 수 있다. 제1탄성블럭(31)은 접착제를 이용하여 레일(11)에 접합될 수도 있다. The first elastic block 31 is "

As having a cross-sectional shape such as ", it is coupled with the rail 11 in a similar way as if the surface of the rail 11 was coated or dressed. The first elastic block 31 and the rail 11 When combining, a sliding method may be used along the longitudinal direction as if inserting a knife into the sheath The first elastic block 31 may be bonded to the rail 11 using an adhesive.

Although the first elastic block 31 and the second and third elastic blocks 33 and 34 are elastic bodies such as polyurethane, their physical properties are different. The hardness of the first elastic block 31 is higher than that of the second and third elastic blocks 33 and 34 . The second and third elastic blocks 33 and 34 may be made of the same material. By varying the degree of foaming, the hardness of the first elastic block 31 and the second and third elastic blocks 33 and 34 may be different. The first elastic block 31 and the second and third elastic blocks 33 and 34 may also be bonded using an adhesive.

According to the second and third elastic blocks 33 and 34, since both sides of the rail unit 7 are flat as shown, the concrete pouring operation can also be conveniently and quickly performed.

The first elastic block 31 basically has a constant cross-section along the longitudinal direction, and a clamp groove 35 is provided at a position where the rail clamp 19 is installed. The first elastic block 31 includes a base part 37 surrounding the rail base 21 , a connection part 39 surrounding the stem 23 of the rail 11 , and a head support part surrounding the bottom of the head 25 . It consists of (41).

A primary leak prevention groove 42 is provided at the boundary with the rail 11 as the upper end of the head support part 41 . A filler 44 such as silicone is applied to the primary leak prevention groove 42 . The filler 44 has a watertight function and an adhesive function, and primarily blocks the inflow of rainwater into the gap between the first elastic block 31 and the rail 11 . The filler 44 used here is preferably a material resistant to ultraviolet rays.

According to the present embodiment, in addition to the primary leak prevention groove 42, a secondary leak prevention groove 42 is further provided. A secondary leak prevention groove 43 is formed at a point slightly downward from the top of the head support part 41 . The secondary leak prevention groove 43 may be filled with a filler 44 ′ capable of simultaneously performing a watertight function and an adhesive function. The filler 44 ′ is installed by being applied to the secondary leak prevention groove 43 when the first elastic block 31 is coupled to the rail 11 . The filler 44 ′ secondaryly blocks the inflow of rainwater between the first elastic block 31 and the rail 11 .

The thickness of the left and right sides of the head support part 41 may be different as shown. A plurality of coupling protrusions 45 may protrude from the outer surface of the first elastic block 31 for assembly with the second and third elastic blocks 33 and 34 .

The second and third elastic blocks 33 and 34 are different in shape, but have the same configuration and operation, so the same reference numerals are given and described below.

The second and third elastic blocks 33 and 34 may be provided with coupling grooves 47 for male and female coupling to the coupling protrusions 45 . When the second elastic block 33 is pressed, the coupling protrusion 45 and the coupling groove 47 are coupled to each other to maintain a coupled state. The second elastic block 33 has a cross-section in the shape of a digut (c). The second elastic block 33 is composed of a lower plate 49 , a vertical plate 51 and an upper plate 53 .

The coupling groove 47 is provided on the lower surface of the lower plate 49 and the upper surface of the upper plate 53 , respectively. A cavity 55 is provided between the assembled first elastic block 31 and the second and third elastic blocks 33 and 34, and the cavity 55 serves to further attenuate vibration and noise. The second elastic block 33 also has a constant cross-sectional shape along the longitudinal direction, and a clamp groove 35 ′ may be provided at a point where the rail clamp 19 is fastened.

Also, the first, second, and third elastic blocks 31, 33, and 34 are pre-fabricated at the factory. It may be transported to the installation site in an assembled state with the rail 11 , or assembled with the rail 11 while transported to the installation site to form the rail unit 7 .

Since the first, second, and third elastic blocks 31, 33, and 34 are manufactured in advance and then installed, the elasticity can be constantly maintained regardless of the climate.

According to the embodiment of the present invention, it is possible to construct using only the first elastic block 31 having a high hardness, which has the effect of reducing the cost. When the second and third elastic blocks 33 and 34 are further used, noise and vibration can be further reduced. Therefore, it is possible to additionally install the second and third elastic blocks 33 and 34 in the noise-sensitive area.

The specific shapes of the first, second, and third elastic blocks 31, 33, and 34 may be changed little by little, and the scope of the present invention is not limited to the illustrated shape.

The configuration shown and described above is only a preferred embodiment based on the technical idea of the present invention. Those skilled in the art will be able to make various changes based on common technical knowledge, but it should be noted that these may be included in the protection scope of the present invention. The disclosed embodiments can be implemented in any number of combinations, and combinations not shown and described are also within the scope of the present invention.

1: roadbed 3: rebar
5: rail jig 7: rail unit
9: track slab 11: rail
13: buffer body 15: crossbar
17: post 19: rail clamp
21: rail base 23: stem
25: head 27: wheel groove
29: rail fixing bolt 31: first elastic block
33: second elastic block 34: third elastic block
35, 35': clamp groove 37: base part
39: connection part 41: head support part
42: primary leak prevention groove 43: secondary leak prevention groove
44,44': filler 45: coupling protrusion
47: coupling groove 49: lower plate
51: vertical plate 53: top plate
55: pupil E: ground

Claims (8)

roadbed formed by compacting gravel and sand on the ground of the road or by pouring abandoned concrete; Reinforcing bars installed to be spaced apart from the upper surface of the roadbed at a certain height to reinforce the rigidity of the concrete structure; a rail jig installed on the upper surface of the roadbed and serving as a support for supporting the rail; a rail unit fixedly installed on the rail jig and including a rail; including a track slab that is cured in a state to completely surround the rail unit;
The rail unit is
a rail consisting of a rail base 21 , a stem 23 and a head 25 ; a first elastic block 31 surrounding the lower surface of the rail base 21, the stem 23, and the head 25 of the rail; and
second and third elastic blocks (33, 34) fitted in the left and right spaces between the rail base (21) and the head (25) and fixed in contact with the first elastic block (31);
including;
the hardness of the first elastic block 31 is higher than the hardness of the second and third elastic blocks 33 and 34;
The second elastic block 33 has a cross section in the shape of a digut;
The installation structure of the multi-rail jacket tram track, characterized in that it is installed so that a cavity (55) is provided between the first elastic block (31). delete According to claim 1,
A coupling protrusion 45 is formed to protrude from the first elastic block 31;
The second elastic block (33) has a coupling groove (47) for male and female coupling to the coupling protrusion (45).
delete delete delete roadbed formed by compacting gravel and sand on the ground of the road or by pouring abandoned concrete; Reinforcing bars installed to be spaced apart from the upper surface of the roadbed at a certain height to reinforce the rigidity of the concrete structure; a rail jig installed on the upper surface of the roadbed and serving as a support for supporting the rail; a rail unit fixedly installed on the rail jig and including a rail; including a track slab that is cured in a state to completely surround the rail unit;
The rail unit is
a rail consisting of a rail base 21 , a stem 23 and a head 25 ; including a first elastic block 31 surrounding the lower surface of the rail base 21, the stem 23, and the head 25 of the rail;
The first elastic block 31 includes a base part 37 surrounding the rail base 21 , a connection part 39 surrounding the stem 23 , and a head support part 41 surrounding the bottom of the head 25 . consists of;
In the upper end of the head support part 41 and at the boundary with the rail, a primary leak prevention groove is provided to primarily block the inflow of rainwater into the gap between the first elastic block 31 and the rail 11 . (42) is provided; The primary leak prevention groove 42 is filled with a filler 44;
A secondary leak prevention groove 43 is formed at a point slightly downward from the top of the head support part 41; By filling the secondary leak prevention groove 43 with a filler 44' that can simultaneously perform a watertight function and an adhesive function;
The installation structure of a multi-rail jacketed tram track, characterized in that it is configured to secondaryly block the inflow of rainwater between the first elastic block (31) and the rail (11). delete

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