KR102435459B1 - Structure And Method For Constructing Track Of Mountain train - Google Patents

Abstract

The present invention relates to an installation structure of a track for a mountain railway installed on an inclined surface such as a mountainous area and a construction method thereof. His composition is; Logging the sloped mountainous areas and clearing the roadbed; Forming a supporting concrete by pouring concrete on the prepared roadbed; seating and fixing the precast track slab on the supporting concrete; A method of constructing a track for a mountain railway comprising; installing and fixing a rail to the track slab; The roadbed is characterized in that it is arranged in a stepwise manner in which a horizontal plane and a vertical plane forming a vertical are alternated.

Description

The installation structure of the track for mountain railway and its construction method {Structure And Method For Constructing Track Of Mountain train}

The present invention relates to a railroad track, and more particularly, to an installation structure for a railroad track installed on an inclined surface such as a mountainous area, and a construction method thereof.

In general, railway vehicles have a long history as a means of large-scale transportation. For the operation of railroad vehicles, a track rail that determines the railroad track is essential. Track rails are installed by fixing bolts and spring clips on sleepers installed at regular intervals on gravel or concrete track slabs.

General railroad tracks cause various problems such as damage to nearby structures due to their own vibration, interference with precision equipment installed in the vicinity, generation of structure borne noise, and noise. In particular, since the railway station is within the direct influence of the railway track, it can cause a lot of damage to passengers and workers.

In order to overcome the above problems, a rail gutter is formed at the site where the rail of the track slab is to be installed, the lower part of the rail is installed in the rail gutter, and the gap between the two rails is precisely adjusted, and then liquid polyurethane is placed in the gutter. An Embedded Rail Track System, which is formed by filling a resin such as an elastic material and solidifying it with an elastic material, has been proposed (refer to Korean Patent Application No. 10-2009-0083137). The rail buried track structure has the superiority of being significantly different from the existing gravel roadway in terms of noise and vibration.

The buried track system is not only effective in reducing vibration, but is also used in railways, which are urban rail systems.

Meanwhile, mountain railways have been used to build infrastructure in mountainous areas. The mountain railway is a special-purpose railway constructed to connect rugged mountainous areas with slopes that are difficult to connect by road or rail. Unlike cable cars, mountain railways can provide large transport capacity and are characterized by high ease of use. There are externally powered ropeway method, self-powered ropeway method, rack & pinion method, and Linear Synchronous Motor (LSM) method according to the method of climbing steep slopes. Although each method has its pros and cons, the cog wheel method is suitable for general use and stable operation in domestic reality. The present invention particularly relates to a track system for a mountain railway of this cogwheel type.

The present invention is intended to apply a rail buried track system to a mountain railway track. Most of the mountain railways consist of steep slopes or steep slopes. This is because the flexible elastic filler flows down to the lower side when pouring it on site. Therefore, Korean Patent Laid-Open No. 10-2020-0054409 discloses a mountain railway track that allows efficient construction of buried tracks even in steep slopes or steep slopes by mixing two types of elastic fillers with different flow properties and pouring them twice. Suggest a construction method. However, in this case, the construction process is complicated and there is a problem in that the construction cost and construction period are increased. In addition, when constructing a track slab on a slope, if it is installed on a sloped surface, the load action in the slope direction is large, which can cause serious collapse of the track due to the destruction of the slope of the slope.

Korean Patent Publication No. 10-2020-0054409 Korean Patent Application No. 10-2018-0137324

The purpose of the present invention is to secure stability by making the track and vehicle load act in the vertical direction to the ground by creating a sloped area with a risk of slope destruction in a step-like manner, The purpose of this is to enable the construction of tracks on slopes, which is impossible with the existing on-site resin casting type construction method, by installing pre-fabricated precast rails on the precast slabs of the shape. In addition, it provides a rail-recessed mountain railway track that can be constructed on slopes and has secured safety. In particular, it enables transportation services to areas with high inclines, so that it is possible to carry out large-scale stable transportation regardless of bad weather such as snowfall in mountainous areas. The purpose of the present invention is to provide a railroad track structure and a construction method thereof.

More specifically, the all-weather track structure, which can be operated in any weather conditions such as heavy snow and icing, can be easily constructed in an eco-friendly manner, and the safety of the load transmitted to the rack and abnormal load in mountainous terrain is also improved. The purpose of this is to provide a multi-functional railroad track that can be secured and passed by general road vehicles (emergency ambulances, buses, etc.).

The above purpose, the steps of logging the sloped mountainous areas and clearing the roadbed; Forming a supporting concrete by pouring concrete on the prepared roadbed;

seating and fixing the precast track slab on the supporting concrete; A method of constructing a track for a mountain railway comprising; installing and fixing a rail to the track slab;

The roadbed is achieved by the construction method of the track of the mountain railway, characterized in that the horizontal plane and the vertical plane forming the vertical are arranged in a stepwise alternating.

According to another feature of the present invention, the rail may be a pre-fabricated precast rail.

According to another feature of the present invention, the bottom surface of the track slab has a step shape to correspond to the shape of the roadbed; The neighboring track slabs may be fixed in a state of being superimposed up and down similarly to a tile tile.

Another object of the present invention, a stepped roadbed provided by logging and arranging the sloped mountainous areas; Support concrete formed by pouring concrete on the prepared roadbed; a track slab seated on the support concrete as precast, provided with a rail gutter along the longitudinal direction of the rail, an upper surface inclined downward toward the inside, and a rack installation groove provided at the center; slab anchor means for fixing the track slab on the supporting concrete; a rack fixedly installed in the rack installation groove; It is achieved by the installation structure of the track for the mountain railway, characterized in that it comprises a; embedded rail fitted to the rail gutter of the track slab and then fixed.

According to another feature of the present invention, a rail fixing part is further installed on the upper surface of the track slab to prevent slipping along the longitudinal direction of the rail;

"또는 "

"와 같은 형태로 되어 있으며 상기 레일을 감싸는 레일케이싱; 일단이 상기 레일케이싱의 측면에 용접으로 고정되며 타단이 상기 앵커홈을 향하여 상기 레일에 대하여 직각방향으로 연장되는 앵커바; 및 상기 앵커홈에 충전된 상태에서 양생되는 콘크리트로 된 앵커블럭;을 포함할 수 있다. The rail fixing portion includes an anchor groove provided in the form of an upper open groove in a portion including the rail gutter; As being fitted into the rail gutter, the cross section is "

"or "

A rail casing having the same shape as " and surrounding the rail; an anchor bar having one end fixed to the side surface of the rail casing by welding and the other end extending in a direction perpendicular to the rail toward the anchor groove; and in the anchor groove It may include a; anchor block made of concrete that is cured in a filled state.

According to another feature of the present invention, the rail casing may be fixed to the bottom surface of the rail gutter by an adhesive.

According to another feature of the present invention, the upper surface of the track slab may be inclined downward toward the center so that water can collect toward the center.

According to another feature of the present invention, the upper surface of the track slab is formed in a stepwise manner; It is composed of an upper surface and a lower surface, and the lower surface may be positioned at the center.

According to another feature of the present invention, a hot water pipe is buried along the longitudinal direction of the track slab, and a jet pipe is connected to an intermediate point of the hot water pipe, and the end of the jet pipe is an upper surface of the track slab. By being more protruding, the hot water flowing through the hot water pipe can be jetted to the upper surface of the track slab through the jet pipe.

According to the present invention, it is possible to provide a mountain railway that can contribute to the revitalization of the local economy, such as the expansion of tourism business in the mountainous area, which was difficult to access, by enabling stable large-scale transportation regardless of bad weather such as snowfall in the mountainous area.

More specifically, it can be operated in any weather conditions such as heavy snow and icing, and by applying the precasting method, it can be easily constructed in an eco-friendly manner by minimizing the concrete pouring work on site. Safety is ensured even in the case of loads transmitted to and from abnormal loads in mountainous terrain, and since it is a buried type, a multi-functional mountain railway track is provided that allows general road vehicles (emergency ambulances, buses, etc.) to pass through.

1 is an overall configuration diagram of the track of a mountain railway according to an embodiment of the present invention.
2 is an exploded configuration diagram of a track of a mountain railway according to an embodiment of the present invention.
3 is a plan view of the track of a mountain railway according to an embodiment of the present invention.
FIG. 4 is a cross-sectional configuration view taken along line AA of FIG. 3 .
FIG. 5 is a cross-sectional configuration view taken along line BB of FIG. 3 .
6 is a side configuration diagram of a track of a mountain railway 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. However, specific drawings will be cited where necessary.

First, the construction method of the track for a mountain railway according to the present invention will be described.

First, a subbase (1, in particular, a railway subbase) is formed by cutting down a sloped mountain area and excavating and compacting the ground. According to the present invention, the roadbed 1 is formed in a stepwise manner. As a result, the roadbed 1 alternates between a horizontal plane and a vertical plane forming a vertical plane.

Thereafter, concrete is poured on the prepared roadbed 1 to form the supporting concrete 10 . It goes without saying that a formwork may be used for the supporting concrete 10 . The supporting concrete 10 may be installed to a thickness of 50 to 200 mm. The supporting concrete 10 is also formed in a stepwise manner according to the shape of the roadbed 1 .

And it is possible to install the rack anchor (11) before or together with the installation of the support concrete (10). The rack anchor 11 is a means for installing and fixing the rack 300 . The rack anchor 11 is fixed to the anchor block 12 and the anchor block 12 made of concrete, and may include a rack fixing bolt 13 extending upward.

Thereafter, the track slab 100 precast on the supporting concrete 10 is seated and fixed using a filling mortar. The track slab 100 is used by transporting it to the site in a pre-fabricated state in the factory in advance.

The length L of the track slab 100 may be slightly different, but in general, it may be 1500 ~ 3,000mm. The width W of the track slab 100 is determined according to a general railroad (see FIG. 3).

According to another feature of the present invention, the bottom surface of the track slab 100 has a step shape to correspond to the shape of the road bed 1 . In addition, the two adjacent track slabs 100 and 100' are fixed in a state in which the ends are overlapped up and down similarly to the tile of the roof of a house as shown in FIG. 6 . The vertically overlapped portion may be fixed by the slab fixing pin 180 .

Thereafter, a step of installing and fixing the rail 200 to the track slab 100 is followed. The rail 200 is installed in a buried structure, and according to an embodiment of the present invention, the one that is formed integrally with the resin body 150 in advance by precasting is inserted into the rail gutter 103 directly on the site to be installed. The installation structure of the rail 200 will be described in detail later.

Hereinafter, the installation structure of the track for a mountain railway according to an embodiment of the present invention will be mainly described with reference to FIGS. 2, 4 and 5 .

The stepped roadbed (1) is prepared by logging a sloped mountain area and arranging it in a stepwise manner. The supporting concrete 10 is formed by pouring concrete on the cleaned road bed 1 . The above is as described above.

The track slab 100 seated and fixed on the supporting concrete 10 is pre-cast at a separate place and then transported and supplied to the site.

The rail trough 103 is provided in the track slab 100 along the longitudinal direction of the rail 200 (see FIG. 2 ). As shown in the figure, two rail gutter 103 are provided in a left-right symmetrical form.

The upper surfaces 101 and 102 of the track slab 100 are inclined at a predetermined angle J in the downward direction toward the inner center (see FIG. 4 ). This is to direct rainwater or meltwater to the center. In particular, according to the present invention, the upper surfaces 101 and 102 of the track slab 100 are formed in a stepwise manner. That is, it is composed of an upper surface 101 located at the edge and a lower surface 102 located in the middle, and the height difference H between them is configured to correspond to the thickness of the head portion 201 of the rail.

A rack installation groove 104 is provided in the center of the track slab 100 along the longitudinal direction of the rail 200 . The rack 300 (rack) is fixed in a state of being seated in the rack installation groove 104 as being engaged with a pinion installed in a railroad vehicle.

The slab anchor means more firmly fixing the track slab 100 on the supporting concrete 10 . According to this embodiment, the slab anchor means is fixing the rack 300 fixedly installed in the rack installation groove 104 together.

When viewed from the side, the track slab 100 is thinner at the front and thicker at the rear when viewed from the side. And the rear side is provided with a seating protrusion 107 on which the front part of the track slab 100 connected to the back can rest. It is preferable that the inclination (K) along the longitudinal direction of the track slab 100 is designed according to the site.

The rail 200 is fixed after being fitted into the rail trough 103 of the track slab. The rail 200 is installed in a buried type. The rail 200 is installed to be inclined when viewed from the side. Therefore, when a vertical load is applied by the vehicle, the rail 200 receives a load in the inclined direction corresponding to the inclined surface, including the vertical load. Therefore, the rail fixing part 106 is further included in order to increase the strength against the load in the inclined direction. The rail fixing part 106 is installed on the upper surface of the track slab 100 in order to prevent slip along the longitudinal direction of the rail 1 .

The rail fixing part 106, with reference to FIGS. 2 and 5, includes an anchor groove 105 provided in the form of an upper open groove in the region including the rail trough 103; a rail casing 110 that surrounds the rail 200 as being fitted into the rail gutter 103; an anchor bar 120 having one end fixed to the side surface of the rail casing 110 by welding and the other end extending in a direction perpendicular to the rail 200 toward the anchor groove 105; It may include; anchor blocks (160, 161) made of concrete cured in a state filled in the anchor groove (105). The anchor bar 120 is bent in the shape of a giyeok character, and a plurality of anchor bars may be installed in one anchor groove 105 .

"와 같은 형태로 되어 있을 수도 있지만 도시된 바에 의하면 "

"와 같이 서로 마주보게 설치되는 2장의 기다란 금속시트 형태로 되어 있다. The rail casing 110 has a cross section of "

"It may be in the form of ", but as shown

It is in the form of two long metal sheets installed facing each other like ".

The rail 200 is inserted into the rail trough 103 and fixed by the support plate 131 and the adhesive member 130 for leveling the height with the horizontal. The cylindrical hollow pipe 140 and the resin body 150 filling the rail gutter 103 are no different from the conventional buried track system. The adhesive member 130 may be urethane or mortar. And as mentioned above, the rail 200, the hollow pipe 140, and the resin body 150 are precast method, that is, manufactured in advance at the factory and transported to the site, and then inserted and installed in the rail gutter 103 immediately. .

For one track slab 100, one or more rail fixing parts 106 may be installed.

According to the embodiment of the present invention, the hot water pipe 170 is installed along the longitudinal direction of the track slab 100 buried. At the midpoint of the hot water pipe 170, a jet pipe 171 is connected in a T-shape, and the end of the jet pipe 171 protrudes above the upper surface of the track slab 100, so that the hot water pipe Hot water flowing through 170 can be ejected to the upper surface of the orbital slab 100 through the ejection pipe 171 . This is to prevent snow from accumulating on the track slab 100 .

The hot water pipe 170 is installed in advance during concrete curing so that both ends protrude from the front and rear ends of the track slab 100 . The protruding end of the hot water pipe 170 may be in the form of a corrugated pipe for connection with the hot water pipe installed in the adjacent track slab 100 ′, or it may be expanded.

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. Various combinations of the embodiments disclosed above are possible, and all possible combinations are within the scope of the present invention.

1: roadbed 10: supporting concrete
11: Rack anchor 100,100': Track slab
103: rail gutter 104: rack installation groove
105: anchor groove 106: rail fixing part
110: rail casing 120: anchor bar
130: adhesive member 131: support plate
140: hollow pipe 150: resin body
160,161: anchor block 170: hot water pipe
171: ejection pipe 200: rail

Claims (8)

Logging the sloped mountainous areas and clearing the roadbed; Forming a supporting concrete by pouring concrete on the prepared roadbed;
seating and fixing the precast track slab on the supporting concrete; A method of constructing a track for a mountain railway comprising; installing and fixing a rail to the track slab;
The roadbed is arranged in a stepwise fashion in which a horizontal plane and a vertical plane are alternated;
The rail is manufactured in advance to form an integral body with the resin body by precasting, and then transported to the site and used;
The bottom surface of the track slab is in the shape of a step to correspond to the shape of the roadbed;
The construction method of the track for a mountain railway, characterized in that the adjacent track slab is fixed in a state of being superimposed up and down similarly to a roof tile.
delete delete a stepped roadbed prepared by logging and grading a sloped mountain area;
Support concrete formed by pouring concrete on the prepared roadbed; a track slab that is seated on the support concrete as precast and is provided with a rail trough along the longitudinal direction of the rail, the upper surface is inclined downward toward the inside, and a rack installation groove is provided at the center;
slab anchor means for fixing the track slab on the supporting concrete;
a rack fixedly installed in the rack installation groove; and
a rail fitted into the rail gutter of the track slab and then fixed by a resin body;
A rail fixing part is further installed on the upper surface of the track slab to prevent slipping in the longitudinal direction of the rail;
The rail fixing portion may include: an anchor groove provided in the form of an upper open groove in a portion including the rail trough; As being fitted into the rail gutter, the cross section is "

"or "

A rail casing having the same shape as " and surrounding the rail; an anchor bar having one end fixed to the side surface of the rail casing by welding and the other end extending in a direction perpendicular to the rail toward the anchor groove; and in the anchor groove An anchor block made of concrete that is cured in a charged state;
delete 5. The method of claim 4,
The installation structure of the track for a mountain railway, characterized in that the upper surface of the track slab is inclined downward toward the center so that water can collect toward the center.
5. The method of claim 4,
The upper surfaces 101 and 102 of the track slab are formed in a tiered manner; It is composed of an upper surface 101 and a lower surface 102, and the installation structure of the track for a mountain railway, characterized in that the lower surface is located in the center.
5. The method of claim 4,
A hot water pipe is buried along the longitudinal direction of the track slab,
A jet pipe is connected to the middle point of the hot water pipe, and the end of the jet pipe protrudes from the upper surface of the track slab, so that the hot water flowing through the hot water pipe flows to the upper surface of the track slab through the jet pipe. Installation structure of track for mountain railway, characterized in that it can be ejected.

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