Welding assembly for track embedded part

Abstract

The utility model relates to the technical field of railway transportation, in particular to a welding assembly for a track embedded part, which comprises a main body, the welding assembly is fixedly connected in the main body, and an embedded clamp assembly is arranged at the top of the main body; the non-shrinkage grouting material is used for pouring the welding mechanism, and the non-shrinkage grouting material has the advantages of being good in self-flowing performance, rapid in hardening, early in strength, high in strength, free of shrinkage, slight in expansion, free of toxicity, harmless, free of aging, free of pollution to water quality and the surrounding environment, good in self-sealing performance, rust-proof and the like. The rectangular truss has the advantages that a rod piece mainly bears tension or pressure, the function of materials can be fully played, the materials are saved, the structural weight is reduced, and the service life of the welding mechanism is prolonged. And sufficient rigidity, sufficient stability and good dynamic shock resistance are achieved.

Description

Technical Field

[0001] The utility model relates to the technical field of railway transportation, in particular to a welding assembly for track embedded parts. Background Art

[0002] With the development of the times, my country's railway construction has entered a high-speed era. Railway transportation is a land-based transportation method in which locomotives pull trains along two parallel tracks. However, railway transportation in a broad sense includes non-steel wheel transportation methods such as magnetic levitation trains, cable cars, and ropeways, also known as rail transportation.

[0003] Existing technology: CN213857693U is a track embedded parts welding assembly for railway transportation. By setting a moving device, the fixed block is equipped with a pulley and connected to the splint. Driven by the splint, it is clamped to the track so that the equipment is installed above the track. When welding at different positions, it is only necessary to push the device to move on the track. There is no need to disassemble and transport the device to weld embedded parts at different positions. When the equipment is finished using, the screw rod is rotated to loosen the fixed block, and the entire device can be disassembled and transported. It is very convenient and quick to use, greatly reducing the time cost caused by the need to transport the device when welding at different places, and improving work efficiency.

[0004] At present, quality control is more difficult and there are more risk factors. There are still a series of problems such as deviation of civil engineering structure, displacement of embedded parts, wrong position of embedded parts when placing, loose fixation of embedded parts, displacement during concrete pouring, and loose contact between subsequent embedded parts and structure. In general, the quality control of welding of rails for newly built seamless railway lines mainly involves welding of rail bases, welding of long rails, transportation and storage, welding on site, and laying, releasing and locking of seamless lines. All of these operations need to be strictly controlled. In addition, the expansion bolts of embedded parts after welding are too small from the edge of the structure, the exposed length of the embedded anchor bolts does not meet the requirements, and the welding between embedded plates is not firm, which reduces the practicality of the welded parts. Therefore, a welding assembly for track embedded parts is needed to improve the above problems. Utility Model Content

[0005] In order to solve the current problems of greater difficulty in quality control and more risk factors, there are still a series of problems such as deviation in civil engineering structure, displacement of embedded parts, wrong position of embedded parts when placing, loose fixation of embedded parts, displacement during concrete pouring, and loose contact between subsequent embedded parts and structure. In general, the quality control of welding of rails on newly built railway seamless lines mainly involves welding of rail bases, welding of long rails, transportation and storage, welding on site, and laying, releasing and locking of seamless lines. All of these operations need to be strictly controlled. In addition, the expansion bolts of embedded parts after welding are too small from the edge of the structure, the exposed length of the embedded anchor bolts does not meet the requirements, and the welding between embedded plates is not firm, thereby reducing the practicality of the welded parts. The purpose of this utility model is to provide a welding assembly for track embedded parts to solve the problems raised in the above background technology.

[0006] To achieve the above objectives, the present invention provides the following technical solutions:

[0007] A welding assembly for track embedded parts, comprising a main body, the interior of which is fixedly connected to a welding assembly, and a top of which is provided with an embedded fixture assembly;

[0008] The main body includes a concrete sleeper, and a non-shrinkage mortar pouring layer is fixedly connected to the top of the concrete sleeper;

[0009] The welding assembly includes a fixed steel section, wherein the interior of the fixed steel section is fixedly connected with reinforcing ribs, and the reinforcing ribs are distributed in a rectangular shape;

[0010] The embedded fixture assembly includes a fixing fixture, a pin rod is provided on the top of the fixing fixture, and two fixing fixtures and pin rods are provided.

[0011] As a preferred solution of the present invention, a first threaded hole is provided on the top of the non-shrinkage mortar pouring layer, and a plurality of first threaded holes are provided.

[0012] As a preferred solution of the present invention, a connecting buckle plate is fixedly connected to the top of the fixed steel section, and two fixed steel sections and connecting buckle plates are provided.

[0013] As a preferred solution of the present invention, a second threaded hole is provided inside the fixing fixture, and a plurality of second threaded holes are provided, and a hexagonal head bolt is provided inside the second threaded hole.

[0014] As a preferred solution of the present invention, a washer is provided at the bottom of the hexagonal head bolt, and a plurality of hexagonal head bolts and washers are provided, and the hexagonal head bolts extend to the interior of the non-shrinkage mortar pouring layer.

[0015] As a preferred solution of the present invention, a steel rail is provided on the top of the non-shrinkage mortar pouring layer, the hexagonal head bolt passes through the steel rail, and the bottom end of the steel rail is located at the bottom of the fixing fixture.

[0016] As a preferred solution of the present invention, an iron plate is provided at the bottom of the rail, and the hexagonal bolt passes through the iron plate.

[0017] As a preferred solution of the present invention, an elastic pad is provided at the bottom of the iron pad, and the hexagonal head bolt passes through the elastic pad.

[0018] Compared with the prior art, the beneficial effects of the present invention are:

[0019] 1. In the utility model, the welding mechanism is grouting by using non-shrinkage grouting material. The non-shrinkage grouting material itself has the characteristics of good self-flowability, fast hardening, early strength, high strength, no shrinkage, slight expansion, non-toxicity, harmlessness, no aging, no pollution to water quality and the surrounding environment, good self-tightness, and rust resistance. It can prevent the welding embedded parts composed of fixed steel and reinforcement ribs from being eroded by water and rusting, thereby affecting the service life of the welding mechanism.

[0020] 2. In the present invention, a rectangular welded structure composed of fixed steel and reinforcing ribs can be directly connected without weakening the cross-section of the component. It is economical in material, simple in structure, easy to process, and has high connection stiffness. The advantage of the rectangular truss is that the rods mainly bear tension or pressure, which can give full play to the role of the material, save materials, reduce the weight of the structure, and have sufficient rigidity and stability as well as good dynamic seismic resistance. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0022] Figure 2 It is a schematic diagram of the partial decomposition structure of the utility model;

[0023] Figure 3 This is a schematic diagram of the welding assembly structure of the present utility model;

[0024] Figure 4 This is a schematic diagram of the exploded structure of the fixing fixture of the present invention.

[0025] In the figure: 1. Main body; 101. Concrete sleeper; 102. Non-shrinkage mortar pouring layer; 103. First threaded hole; 2. Welded truss assembly; 201. Fixed steel; 202. Connecting buckle plate; 203. Reinforcement rib; 3. Embedded fixture assembly; 301. Fixing fixture; 302. Pin rod; 303. Second threaded hole; 304. Hexagon head bolt; 305. Washer; 306. Iron plate; 307. Elastic cushion; 308. Rail. DETAILED DESCRIPTION

[0026] The following will combine the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the present invention.

[0027] For examples, see Figure 1-Figure 4 , the utility model provides a technical solution:

[0028] A welding assembly for track embedded parts comprises a main body 1, a welding truss assembly 2 is fixedly connected to the interior of the main body 1, and an embedded fixture assembly 3 is arranged on the top of the main body 1.

[0029] In this embodiment, Figure 1 、 Figure 3 and Figure 4 As shown, the main body 1 includes a concrete sleeper 101, and the top of the concrete sleeper 101 is fixedly connected with a non-shrinkage mortar pouring layer 102, the welded truss assembly 2 includes a fixed steel 201, and the interior of the fixed steel 201 is fixedly connected with a reinforcing rib 203, and the reinforcing rib 203 is distributed in a rectangular shape. The embedded fixture assembly 3 includes a fixed fixture 301, and the top of the fixed fixture 301 is provided with a pin rod 302. There are two fixed fixtures 301 and two pin rods 302. The welding mechanism is poured with non-shrinkage grouting material. The non-shrinkage grouting material itself has the characteristics of good self-flowability, fast hardening, early strength, high strength, no shrinkage, slight expansion, non-toxicity, harmless, no aging, no pollution to water quality and the surrounding environment, good self-tightness, and rust resistance. It can prevent the welded embedded parts composed of the fixed steel 201 and the reinforcing rib 203 from being eroded by moisture and rusting, thereby affecting the service life of the welding mechanism.

[0030] Among them, a first threaded hole 103 is opened on the top of the non-shrinkage mortar pouring layer 102, and there are several first threaded holes 103. The top of the fixed steel 201 is fixedly connected with a connecting buckle plate 202, and there are two fixed steel 201 and connecting buckle plates 202. A second threaded hole 303 is opened inside the fixing clamp 301, and there are several second threaded holes 303. The second threaded hole 303 is provided with a hexagonal head bolt 304. The rectangular welded structure composed of the fixed steel 201 and the reinforcement rib 203 can be directly connected without weakening the cross-section of the component, and the material is economical, the structure is simple, the processing is convenient, and the connection stiffness is large. The advantage of the rectangular truss is that the rods mainly bear tension or pressure, which can give full play to the role of the material, save materials, reduce the weight of the structure, and have sufficient rigidity and stability as well as good dynamic seismic resistance.

[0031] In this embodiment, Figure 1 、 Figure 2 and Figure 4 As shown, a washer 305 is provided at the bottom of the hexagonal bolt 304, and several hexagonal bolts 304 and washers 305 are provided. The hexagonal bolt 304 extends to the inside of the non-shrinkage mortar pouring layer 102, and a steel rail 308 is provided on the top of the non-shrinkage mortar pouring layer 102. The hexagonal bolt 304 passes through the steel rail 308, and the bottom end of the steel rail 308 is at the bottom of the fixing fixture 301. An iron pad 306 is provided at the bottom of the steel rail 308, and the hexagonal bolt 304 passes through the iron pad 306. An elastic pad 307 is provided at the bottom of the iron pad 306. The hexagonal bolt 304 passes through the elastic pad 307. The hexagonal bolt 304 has a simple structure and is easy to install, and can provide higher tension and bearing capacity.

[0032] The working process of the present utility model is as follows: when the welding assembly for track embedded parts designed by the present invention is in operation, the frame component welded by the fixed steel 201, the connecting buckle plate 202 and the reinforcing rib 203 is placed in the non-shrinkage mortar pouring layer 102, the rail 308 is placed on the top of the non-shrinkage mortar pouring layer 102, and it is pressed by one side of the fixing clamp 301, and the hexagonal head bolt 304 is passed through. Before the hexagonal head bolt 304 is passed through, a washer 305 can be added as a buffer pad, and after the washers 305 are inserted into the second threaded hole 303 one by one, a specified gap is reserved, and then the non-shrinkage mortar can be injected into the non-shrinkage mortar pouring layer 102 and allowed to solidify.

[0033] Although the embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and variations may be made to these embodiments without departing from the principles and spirit of the present invention, and the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A welding assembly for track embedded parts, comprising a main body (1), characterized in that: A welded truss assembly (2) is fixedly connected to the interior of the main body (1), and a pre-buried clamp assembly (3) is provided on the top of the main body (1); The main body (1) comprises a concrete sleeper (101), and a non-shrinkage mortar pouring layer (102) is fixedly connected to the top of the concrete sleeper (101); The welded truss assembly (2) comprises a fixed steel section (201), wherein the interior of the fixed steel section (201) is fixedly connected with reinforcing ribs (203), and the reinforcing ribs (203) are distributed in a rectangular shape; The embedded fixture assembly (3) comprises a fixing fixture (301), a pin rod (302) is provided on the top of the fixing fixture (301), and two fixing fixtures (301) and two pin rods (302) are provided.

2. A welding assembly for track embedded parts according to claim 1, characterized in that: A first threaded hole (103) is provided on the top of the non-shrinkage mortar pouring layer (102), and a plurality of the first threaded holes (103) are provided.

3. The welding assembly for track embedded parts according to claim 1, characterized in that: A connecting buckle plate (202) is fixedly connected to the top of the fixed steel section (201), and two of the fixed steel section (201) and the connecting buckle plate (202) are provided.

4. The welding assembly for track embedded parts according to claim 1, characterized in that: A second threaded hole (303) is provided inside the fixing fixture (301), and a plurality of second threaded holes (303) are provided. A hexagonal head bolt (304) is provided inside the second threaded hole (303).

5. A welding assembly for track embedded parts according to claim 4, characterized in that: A washer (305) is provided at the bottom of the hexagonal bolt (304), and a plurality of hexagonal bolts (304) and washers (305) are provided. The hexagonal bolts (304) extend into the interior of the non-shrinkage mortar pouring layer (102).

6. A welding assembly for track embedded parts according to claim 4, characterized in that: A steel rail (308) is provided on the top of the non-shrinkage mortar pouring layer (102), the hexagonal bolt (304) passes through the steel rail (308), and the bottom end of the steel rail (308) is located at the bottom of the fixing fixture (301).

7. A welding assembly for track embedded parts according to claim 6, characterized in that: An iron plate (306) is provided at the bottom of the steel rail (308), and the hexagonal bolt (304) passes through the iron plate (306).

8. The welding assembly for track embedded parts according to claim 7, characterized in that: An elastic pad (307) is provided at the bottom of the iron pad (306), and the hexagonal head bolt (304) passes through the elastic pad (307).

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