KR20180118880A - Rail Track Assembly For Steel Railway Bridge - Google Patents

Abstract

The present invention relates to a track top plate assembly, in which a new track top plate main body can be quickly and safely installed after removing a track conventionally installed on a currently operating route. The track top plate assembly comprises: the track top plate main body secured and fixed to the top surface of an I-shaped beam of a girder, and reinforced with steel material on concrete; and a fixing device for fixing the track top plate main body to the beam top surface of the girder, wherein a plurality of fixing devices are installed at intervals along edges of both sides of the track top plate main body. The fixing device is a clamp device attached with a plurality of bolt-loosening prevention caps for clamping a flange of the I-shaped beam of the girder and the track top plate main body.

Description

Technical Field [0001] The present invention relates to a rail track assembly for a railway bridge,

[0001] The present invention relates to an orbital roof assembly for a railway bridge, and more particularly, to an orbital roof assembly for removing a sleeping rail and a rail installed on a currently operating route of a noise- .

If the existing railway structures have been completed for a considerable time, they will need to be replaced due to aging. Many of the existing railway bridges have aged 40 to 70 years or more and have many problems in the safety of the train operation and damage to the noise and vibration.

Plate-type bridge is made of iron plate with I-shaped girder, and there is a form in which a railroad tie and a rail are formed. More specifically, a pivoting device composed of a pier or an upper plate is provided on an upper part of the bridge, a beam is installed thereon, and a railroad tie and a rail are installed on the beam. Many complaints have been filed against them for noise or safety reasons, and the necessity of replacing them is well known. However, it is desirable that the replacement does not interfere with the operation of the railway vehicle or minimize the interference.

Korean Patent Application No. 20-2001-0013955 Korean Patent Application No. 10-2007-0016538

It is an object of the present invention to solve the above problems and to provide a railway bridge capable of improving the speed and load passing power of an existing railway line due to reduction of noise vibration, increase of load carrying capacity, maintenance cost, The present invention is to provide a new orbital top plate assembly provided with a resin-fixed rail fixing device. More specifically, after railway sleepers and rails are removed from existing bridges, the rail and track structure and the substructure are fixed with elasticity, the reinforcement of the alternation or pier is minimized, and the orbital roof It is an object of the present invention to provide an orbital roof assembly capable of increasing the durability of the railroad car after assembly and facilitating maintenance such as rail refueling after construction and achieving the target of noise vibration reduction by railway conversation of existing railway bridges at economical cost .

The above object is achieved by an orbital upper plate main body fixed on a top surface of an I-shaped beam of a girder and then reinforced with a steel material; And a fixing device for fixing the orbital upper plate main body to the upper surface of the beam of the girder,

A plurality of fixing devices are installed at intervals along both edges of the orbital upper plate main body;

And a plurality of specially designed clamping devices for rapidly and stably coupling the orbital upper plate body without damaging the bolt holes or the like in the flange section of the girder I beam to fix the rail top plate.

According to another aspect of the present invention, the clamping device comprises:

And an upper arm and a lower arm extending at right angles to the vertical plate at the upper and lower ends of the vertical plate so as to surround the edge of the upper rail main body placed on the girder, A clamp main body;

An insert nut fixed to the inside of the concrete on the upper side of the edge of the upper rail main body;

And a main bolt threaded through the upper arm of the clamp body and screwed into the insert nut.

According to another aspect of the present invention, the clamping device includes:

The lock bolt is further coupled to the main bolt, and the only situation in which the bolt can be loosened is rotation loosening of the bolt due to vibration or the like. Therefore, in order to prevent the main bolt from loosening, It can be fixed by covering a protective cap.

Here, the unlocking cap is simultaneously inserted into the heads of the main bolts of the two types, and a locking protrusion for catching the head of the main bolt may protrude from the inner side of the unlocking cap for preventing the unlocking cap.

According to another aspect of the present invention, the clamping device includes: Since the elastic pad is inserted between the lower arm and the I beam and the vertical deflection is caused by the vibration of the upper plate of the track and thus the clamp coupling part collides with the structure to emit noise but is integrated within the generation range of the orbital plate displacement due to the elastic force of the elastic pad These contact noise are prevented.

According to another aspect of the present invention, the orbital upper plate body is made of SRC (steel reinforced concrete) so as to optimize its own weight and noise and vibration reduction, and the clamping device is installed at a position where the steel frame is reinforced, An iron plate connected to the steel frame may be installed at a position where the upper arm contacts the upper arm of the clamp body.

According to another aspect of the present invention, an elastic layer may be interposed between the upper plate body and the girder to absorb vibrations and noise through vibration isolation.

Another object of the present invention is to provide:

An orbital upper plate body which is seated and fixed on the upper surface of the I-shaped beam of the girder and reinforced with a steel material; And a fixing device for fixing the orbital upper plate main body to the upper surface of the beam of the girder, the orbiting upper plate assembly comprising:

The orbital upper plate main body comprising:

A main H-beam provided at a right angle to the extending direction of the rail and provided with a plurality of spaced apart portions, the rail trough installation groove for installing a rail trench at a position where the rail is installed; A sub H beam fixedly installed at right angles to both sides of the main H beam; And a concrete part formed on both sides of the main H beam along the longitudinal direction of the rail and formed by curing and curing concrete on both sides of the main H beam using a formwork. Assembly.

" 와 같은 계단 형태로 절개되어 있으며, 절개된 면 상부에는 상기 메인 H빔의 웨브에 대하여 직각을 이루는 철판(121)이 용접으로 고정될 수 있다. Here, both edges of the main H beam are "

Quot ;, and an iron plate 121 perpendicular to the web of the main H beam can be welded to the cut surface.

According to the present invention, in installing a new orbit top plate in a plate-shaped bridge which has been conventionally installed, Since the orbital roof assembly is manufactured at a remote site in advance and transported to the site, it is only necessary to fix it by using the prepared clamp, so that the installation time of the orbital roof can be greatly shortened.

According to the present invention, it is possible to extremely easily disassemble the orbital roof assembly if necessary. The elastic pad is installed in a portion where vibration and noise are likely to occur between the members, so that noise and vibration are greatly attenuated when the train is operated. In addition, the designed orbital top plate coupling clamp device does not give any structural damage to the girder installed on the bridge pier or alternately, such as the bolt hole, so that the structural design of the girder can be maintained and the structural safety can be ensured.

1 is a perspective view of an orbital top plate assembly for a railway bridge according to an embodiment of the present invention.
2 is a partially exploded perspective view of an orbital top plate assembly for a railway bridge according to an embodiment of the present invention.
3 is a cross-sectional view taken along the line AA in Fig.
4 is a partially enlarged cross-sectional view of Fig.
5A to 5D are cross-sectional views illustrating a process of installing an orbital roofing plate assembly for a railway bridge.
6 is a perspective view showing a connection relationship between a main H beam and a sub H beam of an orbital top plate assembly according to an embodiment of the present invention.
FIG. 7 is a perspective view of a railway bridge overhead assembly according to an embodiment of the present invention, in which an upper plate is removed. FIG.
8 is a perspective view of an installed state of an orbital top plate assembly for a railway bridge according to an embodiment of the present invention.

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

The present invention relates to an orbital top assembly with rails. The orbital roof assembly is fixed to the upper part of the railway bridge and the length can be adjusted to 1m ~ 5m depending on the construction conditions of the railway bridge. The orbital roof assembly is pre-fabricated at a factory away from the construction site and then moved to the construction site. When manufacturing the track top plate assembly, the construction site is carefully measured and customized production is performed accordingly. Several orbital roof assemblies may be continuously connected in the longitudinal direction in one plate-shaped bridge.

The plate girder girder (see FIG. 8) typically comprises an I-beam 1 and the orbital roof assembly of the present invention is fixedly secured to an I beam flange 2 providing an upper surface of the I beam 1 Respectively. Reference numeral 3 denotes a web of I beam 1.

The orbital upper plate assembly is composed of a main body, that is, an orbital upper plate body 100 and a fixing device for fixing it to the girder.

The fixing device is for clamping the orbital upper plate body 100 on the upper surface of the I beam 1 of the girder and is a clamping device 200. Therefore, the clamping device 200 will hereinafter be referred to as a clamping device. A plurality of clamp devices 200 are installed at intervals along both edges of the upper rail main body 100. Depending on the length of the orbital roof assembly, the clamping device 200 may be installed in three or four locations on only one side. Of course, the number can be adjusted as needed. Hereinafter, the configuration of the clamping device 200 will be described with reference to Figs. 3 to 4. Fig.

The clamping device 200 has a structure for covering the edge of the orbital upper plate body 100 placed on the girder. The clamping device 200 includes a clamp body 210, a main bolt 220 and an insert nut 223. The clamp body 210 includes an upper arm 212 and a lower arm 213 extending perpendicularly to the vertical plate 211 at the upper and lower ends of the vertical plate 211 and the vertical plate 211, ).

The insert nut 223 is fixed to the upper surface of the edge of the upper rail main body 100. The insert nut 223 is installed on the concrete part 110 of the upper rail main body 100 by pouring the concrete mortar in the state of being inserted into the formwork, and then reinforcing the reinforcing bars (not shown) A nut fastener 226 for fixing the insert nut 223 to the correct position in the mold can be used.

The main bolt 220 is screwed to the insert nut 223 through the upper arm 212 of the clamp body. The main bolt 220 is composed of a bolt head 221 and a stem 223. A lock nut 224 may be further coupled to the main bolt 220. One main bolt 220 may be installed in one clamp device 200, but two may be installed. In order to prevent the main bolt 220 from being loosened, the head 221 of the main bolt may be fixedly attached with a release preventing cap 225. Various means for preventing unauthorized persons from arbitrarily operating the main bolt 220 may be used, and the release preventing cap 225 is an example thereof. The release preventing cap 225 may be installed so as to be able to be broken so that it can be separated like a seal. The release preventing cap 225 is formed in an elongated shape so as to cover the two main bolts 220 at the same time. A release preventing protrusion 225a protrudes from the inner surface of the release preventing cap 225. The protrusion 225a protrudes from the bottom surface of the head 21 of the main bolt. As a result, it is difficult to separate the release preventing cap 225 upward. It is needless to say that various means for preventing the release preventing cap 225 from being arbitrarily separated can be substituted.

On the other hand, the elastic pad 214 is inserted between the lower arm 213 and the I-beam flange 2 to absorb vibration and noise.

According to another aspect of the present invention, the orbital upper plate body 100 is made of steel reinforced concrete (SRC), that is, a steel reinforced concrete structure.

The orbital upper plate body 100 is provided at a right angle to the extending direction of the rails, and is provided with a plurality of pairs at intervals. The upper rail main body 100 includes a main H beam 120 cut so as to install a rail trench 410 at a position where the rail 420 is installed; A sub H beam 130 fixed at both sides of the main H beam 120 at right angles to form a frame; The concrete H beam 120 is installed along the longitudinal direction of the rail 410 on both sides of the main H beam 120 and includes a concrete part 110 formed by curing concrete by using a form on both sides of the main H beam 120 do. Although not shown in the concrete part 110, reinforcing bars are laid. Thereby, an orbital upper plate body 100 is formed in which a space communicating in the vertical direction is formed in the intermediate portion.

The resin-fixed buried rail assembly 400 is installed along the concrete portion 110 of the orbital upper plate body 100. The main H beams 120 are arranged at regular intervals along the longitudinal direction of the rail 420. In this state, the concrete is placed and cured on both sides where the resin-embedded type rail assembly 400 is installed . A rail trough 410 for mounting the rail 420 is disposed at right angles to the main H beam 120 to be inserted into the concrete. Between the rail 420 and the rail trough 410, an elastic member 430 is disposed to mitigate noise and vibration. The main H beam 120 is constituted by a web 120a and flanges 120b and 120c and serves as a skeleton of the orbital upper plate main body 100. The height of the main H beam 120 is the height of the orbital upper plate main body 100. [

H beams 130 for maintaining the spacing between the main H beams 120 are welded to the inside of the concrete (see FIGS. 6 and 7). The sub H beam 130 is buried in the concrete portion 110 and is not exposed to the outside. The sub H beam 130 may be fixed by welding while being seated on the upper surface of the lower flange 120b of the main H beam.

" 와 같은 계단 형태로 절개해 낸 다음 철판(121)을 그의 웨브(120c)에 대해 직각을 이루도록 용접하여 고정시키면 될 것이다. 메인 H빔(120)의 양측 가장자리는 레일홈통(410)을 설치하기 위한 레일홈통설치홈(125), 경사면(127) 및 클램프설치부(126)로 구성되게 된다. 그리고 서브 H빔(130)은 레일홈통(410)의 저면을 지지하도록 설치된다. In this embodiment, the clamping device 200 is installed at a point where the steel frame is reinforced, that is, at a point where the main H beam 120 is installed. The steel plates 122 and 124 are reinforced to reinforce the rigidity and further prevent the concrete from being broken at a portion where the clamp body 210 touches the upper arm 212 of the clamp body 210. Although not shown, it may be desirable for the steel plate 121 to be connected to the main H beam 120 and / or the sub H beam 130 for improved stability. The upper portions of both edges of the main H beam 120 are referred to as "

And then welding and fixing the steel plate 121 at right angles to the web 120c of the steel plate 121. Both side edges of the main H beam 120 are welded together with the rail trench 410 And the sub H beam 130 is installed to support the bottom surface of the rail trough 410. The rail trough tube mounting groove 125, the slope surface 127,

The lower horizontal plate 122 of the steel plate 121 is in contact with the upper arm 212. A main bolt hole 122a through which the main bolt 220 is inserted is formed in the lower horizontal plate 122. The steel plate may be composed of a lower horizontal plate 122, a swash plate 124, and an upper horizontal plate 123 by bending twice as shown in FIG. They may be integrally formed or assembled.

A coupling part 150 is provided on both the front and back sides of the upper rail main body 100 for coupling between the upper rail main bodies 100. One of which is provided so as to protrude in the form of a protrusion shown in Fig. 1, and the other not shown in the form of a groove into which the protrusion is inserted.

As shown in FIG. 3, the horizontal H-beam 151 can be welded and fixed to the bottom surface of the main H beam so that the horizontal shear key 151 is directly or indirectly brought into close contact with the flange 2 of the I beam 1. This horizontal shear key 151 is for preventing the orbital upper plate main body 100 from flowing in the lateral direction in Fig. An elastic pad may further intervene between the orbital upper plate body 100 and the I beam 1. [ The horizontal shear keys 151 may be in the form of a metal block.

According to another aspect of the present invention, an elastic member 142 for absorbing vibration and noise may be interposed between the upper rail main body 100 and the girder. According to the present invention, this elastic member 142 can be hardened as a polyurethane with the following properties laid in the field.

A filling hole 111 for filling the liquid elastic member 142 may be provided in a direction perpendicular to the concrete portion 110 of the orbital upper plate main body 100

The mold member may be installed on the upper surface of the girder so that the liquid elastic member may not be spread in a state filled with the liquid elastic member but may be maintained at a constant thickness. The mold member may include a sponge 140 and a wire 141 that fits into the sponge 140. By pulling the wire 141 in a direction perpendicular to the view of FIG. 4, the sponge 140 can be fixed in place. The thickness of the elastic member 142 may be 10 to 20 mm in accordance with the gap G between the girder and the upper rail main body 100.

On the other hand, a lid 300 is fixed to the upper surface of the upper rail main body 100. The lid 300 may include a cover plate 320 and a support beam 310 for supporting the cover plate 320 from below. The lid 300 is provided to physically block the upper and lower portions of the orbital upper plate body 100.

The operation or construction method according to the above construction will be described with reference to Figs. 5A, 5B, 5C and 5D.

One or more orbital upper plate bodies 100 are placed on the girders by using a crane or the like and then the elastic members 142 are filled and cured to set the position of the orbital upper plate body 100 8).

Then, as shown in FIG. 5B, the clamp main body 100 is inserted into the edge of the upper rail main body 100, and then the main bolt 220 is fastened.

5c, when the main bolt 220 and the lock nut 224 are fastened together, the lower arm 213 of the clamp body is pulled upward, and the upper rail body 100 and the I beam flange 2 are pulled upward, And the height of the upper rail main body 100 is finely adjusted.

Finally, as shown in FIG. 5D, the installation operation is completed by covering the main bolt 220 with the release preventing cap 225.

Hereinafter, another embodiment of the present invention will be described with reference to Figs. 9 to 11. Fig. FIG. 9 is a perspective view showing a step of installing the clamp, and FIG. 10 shows the relationship between the orbital upper plate body 100 and the clamping device 200 ', and FIG. 11 shows a state in which the installation is completed.

The present embodiment relates to an embodiment in which the track top plate main body 100 is fixed using the clamping device 200 'in a bridge structure in which a girder for installing the rail 420 is installed in a direction perpendicular to the rail 420 . A main body seating plate 230 is provided on the upper surface of the I beam 1 'as a girder. The body seat plate 230 is fitted on the upper surface of the I beam 1 'like a lid and both ends are bent downward so as not to flow in a direction perpendicular to the I beam 1'. The main body seat plate 230 is welded to the bottom surface of the upper rail main body 100, particularly, the bottom surface of the lower flange 120b of the main H beam.

The clamp device 200 'fixes the orbital upper plate body 100 to the transverse girder by clamping the main beam seating plate 230 and the I beam 1'. The clamp main body 210 is bent in a diagonal shape like the previous embodiment, but is installed on the left and right sides of the main body seating plate 230 to correspond to the shape of the girder. The main bolt 220, the release preventing cap 225, and the like are the same as in the previous embodiment.

In this embodiment, the supporter 240 is bent to have an L-shaped cross section so that the orbital upper plate body 100 can not flow in a direction perpendicular to the extending direction of the rail 420, As shown in Fig. Of course, supporters 240 should be provided on both sides of the upper rail main body 100, respectively.

The configuration shown and described above is merely a preferred embodiment based on the technical idea of the present invention. It will be understood by those skilled in the art that various changes and modifications may be made without departing from the scope of the present invention.

1,1 ': (of girder) I beam 2: I beam flange
3: I beam web 100: Orbit top plate body
110: Concrete part 120: Main H beam
130: Sub H beam 140: Sponge
141: wire 142: elastic member
200,200 ': Clamping device (fixing device)
210: clamp body 211: vertical plate
212, 213: upper and lower arms 220: main bolt
223: Insert nut 224: Lock nut
225: release preventing cap 230: body seat plate
240: Support 300: Cover

Claims (8)

An orbital upper plate body which is seated and fixed on the upper surface of the I-shaped beam of the girder and reinforced with a steel material; And a fixing device for fixing the orbital upper plate main body to the upper surface of the beam of the girder,
A plurality of fixing devices are installed at intervals along both edges of the orbital upper plate main body;
And a plurality of clamping devices for clamping the flange of the I beam of the girder and the orbital upper plate main body. The apparatus of claim 1, wherein the clamping device comprises:
And an upper arm and a lower arm extending at right angles to the vertical plate at the upper and lower ends of the vertical plate so as to surround the edge of the upper rail main body placed on the girder, A clamp main body;
An insert nut fixed to the inside of the concrete on the upper side of the edge of the upper rail main body;
And a main bolt threaded through the upper arm of the clamp body and screwed to the insert nut. The method according to claim 1,
A lock nut is further coupled to the main bolt;
The main bolt is covered with an anti-loosening cap to prevent loosening;
Wherein the unlocking cap is inserted into the heads of the two main bolts at the same time, and a locking protrusion for catching the head of the main bolt is formed on the inner side surface of the unlocking cap for preventing the detachment. . The method according to claim 1,
Wherein an elastic pad is fitted between the lower arm of the clamp body and the I beam. ≪ RTI ID = 0.0 > 11. < / RTI > The method according to claim 1,
Wherein the orbital upper plate main body is a steel reinforced concrete (SRC), and the clamping device is installed at a position where the steel frame is reinforced, and at a position where the upper arm of the clamp body is in contact with the upper arm, Wherein the upper rail is connected to the upper rail. The method according to claim 1,
Wherein an elastic member for absorbing vibration and noise is interposed between the main body of the orbiting upper plate and the girder.


An orbital upper plate body which is seated and fixed on the upper surface of the I-shaped beam of the girder and reinforced with a steel material; And a fixing device for fixing the orbital upper plate main body to the upper surface of the beam of the girder, the orbiting upper plate assembly comprising:
The orbital upper plate main body
A main H-beam provided at a right angle to the extending direction of the rail and provided with a plurality of spaced apart portions, the rail trough installation groove for installing a rail trench at a position where the rail is installed; A sub H beam fixedly installed at right angles to both sides of the main H beam; And a concrete part formed on both sides of the main H beam along the longitudinal direction of the rail and formed by curing and curing concrete on both sides of the main H beam using a formwork. Assembly.
8. The method of claim 7,
Both edges of the main H beam are "

&Quot;, and an iron plate 121 perpendicular to the web of the main H beam is welded to an upper portion of the incised surface by welding.

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