KR100956008B1 - Guide rail temporary clamping apparatus for installing track structure for magnetically levitated railway - Google Patents

Abstract

The present invention is a temporary rail for the construction of the track for the magnetic levitation railway can be fixed easily and precisely with a gap, height and slope designed over the entire length, precisely and firmly It relates to a fixing device.

In the rail fastening device of the present invention, the rail 40 having a cross section having a horizontal portion 41 and an inner skirt 42 formed in the middle portion of the horizontal portion 41 is fixed to both sides of the track structure side by side. As the fixing device for the cross member 100 of the form extending in the direction crossing the track structure, and formed at both ends in the longitudinal direction of the cross member 100 to support the rail 40 in a horizontal state and the rail ( The support member 200 constraining the lateral position of the cross member 40 and the both ends of the cross member 100, or screwed together to retreat vertically to both the support members 200, move the cross member 100 to the track. An adjustment screw 300 for adjusting the horizontal and inclination of the cross member 100 while supporting the upper surface of the structure, and a gripper 400 for holding and fixing the rail 40 and the support member 200.

Maglev, Rail, Fixed, Height, Tilt, Track, Structure

Description

GUIDE RAIL TEMPORARY CLAMPING APPARATUS FOR INSTALLING TRACK STRUCTURE FOR MAGNETICALLY LEVITATED RAILWAY}

The present invention relates to a rail fixing device to temporarily fix the rail for the magnetic levitation rail to facilitate the installation work, and in particular, while the rail can be fixed precisely and firmly at a distance and height inclination designed over the entire length The present invention relates to a rail temporary fixing device for construction of a track for a magnetic levitation railway, which has a simple structure and is easy to use.

Maglev trains are operated without direct contact between the vehicle and the rail, and are characterized by low noise and vibration and good driving performance even in a curved section, and are often installed in cities. The rail is a part that directly guides the driving of the magnetic levitation train and must be constructed with high precision to maintain or maximize driving stability and ride comfort.

In addition, the rails are formed side by side on both sides of the transverse direction, both rails must maintain the same width throughout the entire section, and must be exactly horizontal in the straight section, curvature, In general, one rail should be low and the other rail should be inclined in response to changes in speed, weight, centrifugal force and center of gravity. Therefore, when installing rails, the rails of both sides must be accurately aligned and settled in order to maximize the effect of the originally intended maglev railway.

1 and 2 are cross-sectional views showing rails and track structures of a typical maglev train. First, in the track structure shown in FIG. 1, various types of girders 20 are installed on the piers 10, a cross arm 30 is installed on the girder 20, and a rail 40 on the cross arms 30. ) Is installed, supported by the height adjustment device 50 on both sides of the cross arm (30).

In addition, in the track structure shown in FIG. 2, the girder 20 is installed on the pier 10, the bottom plate 35 is installed on the girder 20, and the rail 40 is installed on the bottom plate 35. The rail 40 is supported by the height adjusting device 55.

As described above, the track structure is provided in any form, the height adjustment device (50, 55) is installed on the bottom of the structure (namely, the upper surface of the girder 20 or the bottom plate 35), the rail when constructing the structure 40 is to adjust the horizontal and tilt.

However, since the rail is long and heavy, it is very difficult to temporarily fix the rail to the designed position and the height so as not to be shaken before installing the height adjusting devices 50 and 55. In particular, the above-described height adjustment device 50, 55 is for finely adjusting the last after the position of the rail 40 is adjusted to some extent, so that the rail 40 is not initially positioned at the correct point. Final adjustment is very difficult and time consuming, but in severe cases, the guide rail 40 must be re-adjusted over and over again.

The present invention has been invented in view of the above-described conventional problems, and the magnetic levitation which can be fixed precisely and firmly at intervals, heights, and inclinations designed over the entire length, and can also be used simply and conveniently in structure. An object is to provide a rail temporary fixing device for railway track construction.

In order to achieve the above object, the rail temporary fixing device for the construction of the track for the magnetic levitation railway according to the present invention, the rail has a cross section in the form of a horizontal section, the inner skirt is formed in the intermediate portion of the track structure of the track structure A fastening device for fastening side by side on both sides, the cross member having a shape extending in a direction traversing the track structure, and formed at both ends in the longitudinal direction of the cross member to support the rail in a horizontal state and to adjust the transverse position of the rail. A regulating screw for fastening and retracting the support member to be restrained in the up and down direction near the both ends of the cross member or the both support members, and adjusting the horizontal and inclination of the cross member while supporting the cross member on the upper surface of the track structure; A holding tool for holding and integrating the rail and the support member By made.

In the above-mentioned rail temporary fixing device of the present invention, the support member is determined by restraining the horizontal support portion supporting the bottom of the horizontal portion of the rail and extending from an end portion of the horizontal support portion to restrain the transverse position of the inner skirt of the rail. And a transverse position limiting portion.

The lateral position limiting portion of the support member is formed in a form in which a concave groove is formed extending from the end portion of the horizontal support portion to surround the inner skirt of the rail to receive the inner skirt of the rail. At the point where the outer surface of the inner skirt of the rail is in close contact with the outer inner wall surface of the concave groove may be configured so that the transverse position of the rail is determined.

In the rail temporary fixing device of the present invention, the support member may be provided with a pressing member for pushing and fixing the inner skirt of the rail in the transverse direction.

In the rail temporary fixing device of the present invention, it is preferable to further include a support plate which is seated on the upper surface of the track structure in order to ensure that the front end of the adjustment screw is securely seated on the upper surface of the track structure.

In the above-mentioned rail temporary fixing device of the present invention, the front end portion of the adjustment screw, it may be configured to pivotally support the support plate for stable positioning and close contact with the upper surface of the track structure.

In the above-mentioned rail temporary fixing device of the present invention, the gripping tool may be made of a known C-type clamp provided with a contact surface at one end of the bow-shaped body and a clamping screw is installed at the opposite side.

According to the rail temporary fixing device for the construction of the track for the magnetic levitation railway according to the present invention, even by the simple operation of mounting and fixing the rail on the fixing device, the two rails can be precisely maintained the designed distance over the entire length, both sides The rails can be kept parallel.

In addition, it is easy to adjust the height of both rails by the simple operation of turning the adjusting screws on both sides, and it is also very easy to adjust to take a horizontal posture or an inclined posture.

In addition, since the above-described adjustment is made in a state where the rail is always integrated with the rail temporary fixing device and both rails are kept in parallel, the inclination can be adjusted very easily at once.

Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.

3 to 6 show a rail temporary fixing device according to the present invention, FIG. 3 is a perspective view, FIG. 4 is a sectional view, FIG. 5 is a detailed view of the main part of FIG. 6 shows the top view of FIG. 4. Hereinafter, the "lateral direction" refers to the direction crossing the track structure (2). In addition, the term "laterally outward" or "outward" means a direction laterally or outwardly from the center of the cross section of the track structure 2, and "laterally inner" or "inner" means a track. It means the side or the inner direction close to the center of the cross-section of the structure (2).

First, as shown in an enlarged view in FIG. 5, the rail 40 has a horizontal section 41 extending downward from a middle portion of the horizontal portion 41 and the horizontal portion 41 forming the upper portion of the rail. An inner skirt 42 and an outer skirt 43 extending downward at the lateral outer end of the horizontal portion 41. A reaction plate 44 may be installed at a horizontal outer portion of the horizontal portion 41.

Rail temporary fixing device according to the present invention, as shown in Figures 3 to 6, cross member 100 extending in the form of crossing the track structure 2, at both ends of the cross member 100 Support member (200), the cross member (100) and the support member (200) for fixing the rail (40) in a horizontal state and determining the lateral position of the rail (40). Adjusting screw 300 for adjusting the horizontal, and the gripper 400 for holding and fixing the rail 40 and the support member 200.

The preferred configuration of such a rail temporary fixing device will be described in more detail.

The cross member 100 is installed to traverse the track structure. In the present embodiment, the cross member 10 is formed in the form of a hollow tube having a quadrangular cross section in order to reduce weight and facilitate manufacturing and handling.

The support member 200 is formed at both ends in the longitudinal direction of the cross member 100. It is made of a separate member from the cross member 100 is integrally coupled to the cross member 100. To this end, as shown in detail in FIG. 5, an insertion shaft 211 inserted into the cross member 100 is formed at one side of the body 210 of the support member 200. However, the support member 200 may be formed integrally with the cross member 100 at the end of the cross member 100 instead of being manufactured and coupled to the cross member 100 as a separate member.

The support member 200 restrains and determines the horizontal position of the rail 40 as well as supporting the rail 40 in a horizontal state. To this end, the support member 200 has a horizontal support portion 220 and the position limiting portion 230 is formed. The horizontal support part 220 supports the bottom surface of the horizontal part 41 of the rail 40 so that the cross member 100 and the rails 40 on both sides are kept in a horizontal state. The horizontal part 41 of the rail 40 is supported. In order to stably support), it is preferable to have a wider structure than the support member 200.

This transverse position limiter 230 determines the transverse position of the rail 40 by constraining the rail 40 to no longer deviate laterally outward and inward than the point at which the rail 40 is designed, thereby determining both rails ( 40) ensure that there is always a constant distance throughout the entire length and the entire interval. In the present embodiment, the transverse position limiting portion 230 is configured to restrain the inner skirt 42 of the rail 40.

That is, as shown in detail in FIG. 5, the lateral position limiting portion 230 surrounds the inner skirt 42 of the rail 40 from the end of the horizontal support portion 220. The concave groove 234 is bent extending to receive the inner skirt 42 of the rail 40 above it. In detail, the horizontal position limiting portion 230 includes a downward extension portion 231 and a horizontal extension portion 232 extending from the above-described horizontal support portion 220 in a form surrounding the inner skirt 42 of the rail 40. And an upwardly protruding portion 233 to be bent upward from the horizontal extension portion 232 so that the concave groove 234 is formed on the upper portion. When the rail 40 is pushed laterally outward and the outer surface 42a of the inner skirt 42 of the rail 40 comes into close contact with the outer inner wall surface 234a of the concave groove 234, the rail 40 therefrom. ) Is no longer pushed so the transverse position of the rail 40 is determined at that point. In this way, when the lateral positions of both rails 40 are determined, both rails 40 can be paralleled at equal intervals over the entire length and the entire section of the rail 40.

Next, the adjustment screw 300 described above is advanced (protrudes downward) and retracts in the vertical direction by turning it in the opposite direction to either direction. Therefore, by adjusting the adjusting screw 300 on both sides, the cross member 100 and the support member 200 can be adjusted to take a horizontal posture or an inclined posture. The adjusting screw 300 may be installed near both ends of the cross member 100, as in this embodiment, may be installed on both support members 200.

In addition, the gripper 400 grips and fixes (integrates) the rail 40 in a state where the rail 40 is horizontally seated on the support member 200. In the present embodiment, the gripper 400 is configured to grip the horizontal portion 41 of the rail 40 and the horizontal support portion 220 of the support member 200. There is no limitation to the structure of the gripper 400, it is more convenient to use what is readily available on the market. In this embodiment, the structure provided with several well-known C-type clamps is employ | adopted. As can be seen in FIG. 5, the C-type clamp has a contact surface 411 at one end of the bow-shaped body 410, and a clamping screw 420 at the opposite side thereof. In this case, the horizontal surface 41 and the support member 200 of the rail 40 are pressed and fixed by the contact surface 411 and the clamping screw 420. The clamping screw 420 is provided with a lever 421 that can be held by a hand or a tool.

In this embodiment, the pressing member 500 is further provided on the support member 200. The pressing member 500 pushes the inner skirt 42 of the rail 40 laterally outward (which is the same as pushing the entire rail 40) and pushes against the horizontal position limiting portion 230. Secure at the point. That is, as well shown in Figure 5, the inner skirt 42 of the rail 40 is in close contact with the outer inner wall surface 234a of the concave groove 234 of the transverse position limiting portion 230. In the present embodiment, the pressing member 500 is made of a bolt is formed on the opposite side of the upward protrusion 233 of the lateral position limiting portion 230, that is, screwed to the downward extension portion 231.

On the other hand, in the present embodiment, the support plate 600 is further provided seated on the upper surface (2a) of the track structure (2). In general, the track structure 2 is made of concrete so that the surface of the upper surface 2a is not smooth and rugged. The base plate 600 is stably seated on the upper surface 2a of the rugged track structure 2 as described above so that the front end portion of the adjusting screw 300 is stably positioned and supported. In the center of the support plate 600 is formed a recessed groove (601) for the careful use (調 心 use) to hold the center of the adjustment screw 300 is inserted. Here, the upper surface of the track structure 2, the upper surface of the track structure for installing the rail 40, such as the upper surface of the girder 20 in Figure 1, the upper plate of the bottom plate 35 in FIG. It is a comprehensive expression.

In the accompanying drawings, a modification of the supporting plate provided at the front end of the adjusting screw 300 is shown.

That is, the support plate 700 is pivotally coupled to the distal end of the adjusting screw 300. The hinge portion 710 protruding from the upper portion of the support plate 700 and the tip hinge portion 301 of the adjusting screw 300 are rotatably coupled to the left and right directions by the hinge shaft 711. By integrally coupling the support plate 700 to the adjustment screw 300, the adjustment screw 300 and the rail fixing device as a whole to maintain a well balanced to maintain a stable seated state. In addition, if the support plate 700 is previously coupled to the distal end of the adjustment screw 300, it is possible to avoid the cumbersome work of having to remove the support plate 700 each time.

The rail fixing device of the present invention made as described above, in the process of constructing the track structure for the magnetic levitation railway, it is easy to install the rail 40 by pre-fixing the rail 40 in an accurate and precise position and posture It is also to be precise.

In a state where the rail is temporarily fixed through the rail fixing device, it is supported by the height adjusting device 50 described with reference to FIGS. 1 and 2 and more finely adjusted using its wedge device or the like.

As in the example shown in FIG. 9, the rail temporary fixing device K of the present invention is provided between the height adjustment devices 50 adjacent in the longitudinal direction, more specifically, between the points where the height adjustment devices 50 are to be installed. Each, or at a wider interval than many places to install the rail 40 is stable and firmly fixed.

The preferable example which fixes the rail 40 using the rail fixing apparatus K of this invention is demonstrated. However, the fixed order does not necessarily have to be in the order described below, and may be performed in various ways depending on the situation.

First, prior to installation as shown in FIGS. 4 and 5, by adjusting the adjustment screw 300 of the entire rail temporary fixing devices K, the amount of protrusion of the adjustment screw 300 coming out of the cross member 100 is measured. In order to measure the installation height of the rail 40, it is good to adjust it to some extent beforehand.

Subsequently, the inner skirt 42 of the rail 40 is raised while the rails 40 on both sides are raised above the track structure 2 using equipment such as a crane, and the several rail temporary fixing devices K are disposed at appropriate intervals. ) Into the concave groove 234 of the support member 200, the horizontal portion 41 of the rail 40 is seated on the horizontal support portion 220 of the support member 200.

In this state, the pressing member 500 is rotated to bring the inner skirt 42 outer surface 42a of the rail 40 into close contact with the outer inner wall surface 234a of the concave groove 234 so as to space the gap between both rails 40. . Subsequently, when the gripper 400 grips and fixes the horizontal part 41 of the rail 40 and the horizontal support part 220 of the support member 200, the rail fixing device K and the rails 40 on both sides are fixed. It is integrated in a parallel state. By installing a plurality of rail temporary fixing device (K) in the longitudinal direction of the rail 40, both rails 40 to maintain a more precise spacing designed over the entire length.

In such a state, by turning the adjustment screw 300 on both sides to adjust the height of the rails 40 on both sides according to the design value, to adjust the horizontal or inclined. This is done simply by loosening or tightening the adjusting screw 300. In addition, since the adjustment screw 300 can be finely adjusted, the precision can also be increased.

Before the rail fixing operation, the support plate 600 is placed on the upper surface 2a of the track structure 2 in advance to support the adjusting screw 300 so that the fixing operation can be more stably performed and the precision can be further increased.

Meanwhile, as shown in FIGS. 7 and 8, when the rail temporary fixing device K, in which the support plate 700 is coupled to the distal end of the adjusting screw 300, is used, before the rail 40 is gripped. Even if the rail fixing device K is placed on the upper surface 2a of the track structure 2 in advance, the rail temporary fixing device K is well balanced and stablely seated, so that work can be performed more easily and quickly. .

For example, when it is necessary to install the rails 40 on both sides inclined such as a curved section, the rails 40 on both sides are further tightened by further tightening one adjustment screw 300 as shown in FIG. 8. And the rail fixing device K are intact and the rails 40 on both sides are inclined while being kept in parallel, so that the tilt adjustment is made very easily at once. In the prior art, when there was no rail fixing device K, the heights of both rails 40 were adjusted separately, and in this state, the inclination had to be further adjusted so that the upper surfaces of both rails 40 were kept in the same plane. In addition to being very cumbersome and difficult, there were particularly poor precision. However, using the rail temporary fixing device K of the present invention can be precisely adjusted at once as described above.

As described above, after the two rails 40 are fixed by the rail fixing device K, the height adjusting device 50 (see FIG. 1) or the height adjusting device 55 (see FIG. 1) between adjacent rail fixing devices K. 2) to support the rail 40 and finally fix it. These height adjustment devices 50 and 55 are inserted into and supported by the lower surface of the rail 40, which has already been adjusted by using wedges or shims, etc., and then fixed with the height adjustment device 50. do. When the installation of the height adjusting device 50 is completed, the gripper 400 and the adjusting screw 300 are released to separate the rail fixing device K.

According to the present invention as described above, since the rail can be temporarily and precisely fixed in the correct position and posture, when applied to the construction of the track structure for magnetic levitation railway, the accuracy of the rail and the track structure can be improved and the construction period Can also be shortened.

In addition, the present invention can be easily applied regardless of the installation area and use of the magnetic levitation railway, such as a city, an amusement park, a magnetic levitation train test set, and can be particularly useful for the 'urban' magnetic levitation railway.

In the above, specific embodiments of the present invention shown in the accompanying drawings have been described in detail, but these are merely illustrative of the preferred embodiments of the present invention, and the scope of protection of the present invention is not limited thereto. In addition, the embodiments of the present invention as described above can be variously modified and equivalent other embodiments by those of ordinary skill in the art within the technical spirit of the present invention, such modifications and equivalent other embodiments are naturally It belongs to the appended claims of the present invention.

1 is a cross-sectional view showing an example of a rail and track structure of a general urban maglev railway.

Figure 2 is a cross-sectional view showing another example of the rail and track structure of a typical urban maglev railway.

3 is a perspective view showing the configuration of a rail fixing device according to the present invention.

Figure 4 is a cross-sectional view showing the configuration and installation state of the rail fixing device according to the present invention.

5 is an enlarged view of a main part of FIG. 4.

6 is a plan view of FIG. 4.

Figure 7 is a perspective view of the main portion showing an embodiment in which the support plate is rotatably coupled to the front end of the adjustment screw in the rail temporary fixing device according to the present invention.

8 is a cross-sectional view showing an example of fixing in a curved section using the rail temporary fixing device according to the present invention.

9 is a perspective view illustrating an example in which a rail temporary fixing device according to the present invention is installed at an actual rail construction site.

<Explanation of symbols for the main parts of the drawings>

2: track structure 2a: (track structure) top surface

40: rail 41: horizontal portion

42: inner skirt 43: outer skirt

42a: outer side 100: cross member

200: support member 210: body

211: insertion shaft 220: horizontal support

230: transverse position limiting unit 231: downward extension

232: horizontal extension 233: upward projection

234: recessed groove 234a: outer inner wall surface

300: adjusting screw 301: hinge portion

400: gripper 410: main body

411: contact surface 420: clamping screw

421: lever 500: pressing member

600: base plate 601: careful groove

700: base plate 710: hinge portion

711: hinge axis

Claims (7)

delete As a rail temporary fixing device for the construction of the track for the magnetic levitation railway for fixing the horizontal portion 41 and the rail 40, the inner skirt 42 formed on the horizontal portion 41 side by side on both sides of the track structure, A cross member 100 extending in a direction crossing the track structure, A support member 200 formed at both ends of the cross member 100 in the longitudinal direction to support the rail 40 in a horizontal state and to restrain the transverse position of the rail 40; Adjusted to adjust the horizontal and inclination of the cross member 100 while supporting the cross member 100 on the upper surface of the track structure is screwed to the vertical member to the cross member 100 or both support members 200 in the vertical direction Screw 300, A gripper (400) for holding and integrating the rail (40) and the support member (200); The support member 200 may include a horizontal support 220 supporting the bottom of the horizontal portion 41 of the rail 40, and an inner skirt 42 of the rail 40 extending from an end of the horizontal support 220. Rail temporary fixing device for the track construction for magnetic levitation railway, characterized in that it comprises a transverse position limiting portion 230 to determine the restraint of the transverse position. The method of claim 2, Lateral position limiting portion 230 of the support member 200, A concave groove 234 is bent extending from the end of the horizontal support portion 220 to surround the inner skirt 42 of the rail 40 to receive the inner skirt 42 of the rail 40 thereon. It is formed in the form, the transverse direction of the rail 40 at the point where the outer surface 42a of the inner skirt 42 of the rail 40 is in close contact with the outer inner wall surface 234a of the concave groove 234 Rail temporary fixing device for the construction of the track for maglev railway, characterized in that the position is determined. The method according to claim 2 or 3, The support member 200 is a temporary rail for the construction of the track for magnetic levitation railway, characterized in that the pressing member 500 for pushing and fixing the inner skirt 42 of the rail 40 in the transverse direction is installed Fixing device. delete delete The method of claim 2, The gripper 400 is made of a known C-type clamp provided with a contact surface 411 at one end of the bow-shaped body 410 and a clamping screw 420 is installed on the opposite side, the contact surface ( 411 and a clamping screw (420) rail temporary fixing device for the construction of tracks for magnetic levitation railway, characterized in that the gripping and integral with the horizontal portion (41) of the rail (40) and the support member (200).

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