Structure of coking car running rail support frame expansion joint

By eliminating the double rows of columns in the coke quenching car's running track support frame and adopting a low-friction sliding and lateral limiting design for the track beams and auxiliary beams, the problems of material waste and unreasonable structure were solved, achieving the effects of reducing construction costs and improving force transmission efficiency.

CN224411679UActive Publication Date: 2026-06-26ACRE COKING & REFRACTORY ENG CONSULTING CORP DALIAN MCC

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
ACRE COKING & REFRACTORY ENG CONSULTING CORP DALIAN MCC
Filing Date
2025-05-30
Publication Date
2026-06-26

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Abstract

The utility model relates to a push -back car running track support frame technical field, concretely is a kind of push -back car running track support frame expansion joint structure. Track beam support column, auxiliary beam support column, track beam, auxiliary beam are reinforced concrete structure, track beam and auxiliary beam are mutually parallel, and longitudinally set up;Track beam support column and auxiliary beam support column are mutually parallel, and vertically set up;Track beam support column upper portion is equipped with track beam bracket, track beam end portion is placed in track beam bracket top surface, and track beam can longitudinally stretch out and shrink;The upper portion of the auxiliary beam support column is provided with the auxiliary beam bracket, and the end portion of the auxiliary beam is placed on the top surface of the auxiliary beam bracket. The track beam transverse limiting piece is fixedly connected to the upper portion of the track beam support column and located inside the track beam. The auxiliary beam transverse limiting piece is fixedly connected to the upper portion of the auxiliary beam support column and located inside the auxiliary beam. Double-row column at expansion joint is cancelled, the amount of reinforced concrete is reduced, collision with push -back car slide contact line frame is avoided, and it is simple and beautiful.
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Description

Technical Field

[0001] This utility model relates to the technical field of support frame for the running track of a coke quenching vehicle, specifically a structure for the expansion joint of the support frame for the running track of a coke quenching vehicle. Background Technology

[0002] The coke quencher is a key piece of equipment in the coking process of a coking plant. Its main function is to intercept coke during the coking process and guide it to the quenching car or coke handling system. This ensures smooth coke transportation, prevents scattering, and protects equipment safety.

[0003] The second running track of the coking plant coke quenching car is an important structure of the coking facility, with a longitudinal length of about 350m. It is usually supported by a reinforced concrete frame structure. In order to reduce structural cracking caused by temperature, seven expansion joints are required in the middle according to the specifications.

[0004] The existing structure involves setting up double rows of columns at the expansion joints, or setting corbels on the columns at the expansion joints, with the track beam simply supported on the corbels. The supporting frame of the second running track of the coke quenching car bears the vertical and horizontal loads of the coke quenching car and the upper dust removal main pipe, resulting in a large column cross-section and a large amount of reinforced concrete. Using double rows of columns at the expansion joints wastes a lot of material. With the conventional structure of setting corbels on columns, to release the temperature effect, the bottom of the beam and the top surface of the corbel slide freely longitudinally; to resist the lateral horizontal thrust of the coke quenching car and the thrust of the dust removal flap valve, it is generally necessary to weld thrust plates onto the embedded parts on the top surface of the corbels. The track beam is relatively high, with a height of 1400-1600mm, resulting in excessive horizontal force transmission and unreasonable torsional stress on the track beam. Alternatively, steel components such as channel steel can be welded onto the frame columns. This method directly transmits horizontal force, but it is prone to hitting the sliding contact frame of the coke quenching car and also affects aesthetics. Utility Model Content

[0005] To overcome the shortcomings of the existing technology, this utility model provides a structure for the expansion joint of the support frame of the coke quenching car running track. It eliminates the double rows of columns at the expansion joint, reduces the amount of reinforced concrete, avoids collisions with the sliding contact line frame of the coke quenching car, and is simple and beautiful.

[0006] To achieve the above objectives, the present invention adopts the following technical solution:

[0007] A structure for the expansion joint of a coke chock car's running track support frame includes a track beam support column, an auxiliary beam support column, a track beam, an auxiliary beam, a track beam lateral limiting member, and an auxiliary beam lateral limiting member. The track beam support column, auxiliary beam support column, track beam, and auxiliary beam are reinforced concrete structures. The track beam and auxiliary beam are parallel to each other and longitudinally arranged. The track beam support column and auxiliary beam support column are parallel to each other and vertically arranged. A track beam bracket is provided on the upper part of the track beam support column, with the end of the track beam resting on the top surface of the bracket, allowing the track beam to expand and contract longitudinally. An auxiliary beam bracket is provided on the upper part of the auxiliary beam support column, with the end of the auxiliary beam resting on the top surface of the bracket, allowing the auxiliary beam to expand and contract longitudinally. The track beam lateral limiting member is fixed to the upper part of the track beam support column and located inside the track beam. The auxiliary beam lateral limiting member is fixed to the upper part of the auxiliary beam support column and located inside the auxiliary beam.

[0008] Furthermore, the top surface of the track beam bracket is provided with a top embedded steel plate, the bottom surface of the track beam end is provided with a bottom embedded steel plate, the bottom embedded steel plate of the track beam is placed on the top embedded steel plate of the track beam bracket, and grease is provided between the two.

[0009] Furthermore, the top surface of the auxiliary beam bracket is provided with a pre-embedded steel plate at the top of the auxiliary beam bracket, and the bottom surface of the auxiliary beam end is provided with a pre-embedded steel plate at the bottom of the auxiliary beam. The pre-embedded steel plate at the bottom of the auxiliary beam is placed on the pre-embedded steel plate at the top of the auxiliary beam bracket, and grease is provided between the two.

[0010] Furthermore, the upper side of the track beam support is provided with a track beam embedded steel plate.

[0011] Furthermore, the transverse limiting component of the track beam includes a transverse limiting trapezoidal plate and a transverse limiting baffle of the track beam; the transverse limiting trapezoidal plate is fixed to the embedded steel plate of the track beam, and the transverse limiting baffle is fixed to the transverse limiting trapezoidal plate of the track beam; the transverse limiting baffle is a vertically arranged flat plate located on the inner side of the track beam.

[0012] Furthermore, the upper side of the auxiliary beam support is provided with an embedded steel plate for the auxiliary beam.

[0013] Furthermore, the auxiliary beam lateral limiting component includes an auxiliary beam lateral limiting trapezoidal plate and an auxiliary beam lateral limiting baffle; the auxiliary beam lateral limiting trapezoidal plate is fixed to the auxiliary beam embedded steel plate, the auxiliary beam lateral limiting baffle is fixed to the auxiliary beam lateral limiting trapezoidal plate, and the auxiliary beam lateral limiting baffle is a vertically arranged flat plate located on the inner side of the auxiliary beam.

[0014] Compared with the prior art, the present invention has at least the following technical effects or advantages:

[0015] 1. This utility model provides support through parallel vertically arranged track beam supports and auxiliary beam supports, eliminating the need for double rows of columns at expansion joints, reducing the amount of reinforced concrete used, and lowering construction investment.

[0016] This utility model relates to a transverse limiting component for the track beam, fixedly connected to the upper part of the track beam support and located inside the track beam, preventing lateral movement of the track beam and auxiliary beam. Similarly, a transverse limiting component for the auxiliary beam is fixedly connected to the upper part of the auxiliary beam support and located inside the auxiliary beam, preventing lateral movement of the track beam and auxiliary beam. The transverse limiting components are positioned close to the track and dust removal main pipe support column base elevation, improving force transmission efficiency and rigidity, preventing collisions with the quenching car's sliding contact line frame, and are aesthetically pleasing.

[0017] 2. The top surface of the track beam bracket of this utility model is provided with a pre-embedded steel plate, and the bottom surface of the track beam end is provided with a pre-embedded steel plate. The pre-embedded steel plate at the bottom of the track beam is placed on the pre-embedded steel plate at the top of the track beam bracket, and grease is provided between the two. The contact surface between the track beam bracket and the track beam of this utility model is a steel plate, and grease is provided between the planes of the steel plates. Similarly, the auxiliary beam bracket and the auxiliary beam of this utility model also have the above structure. Both achieve low-friction sliding of the contact surface through lubrication, taking into account structural durability, functional adaptability and economy.

[0018] 3. This utility model's lateral limiting component includes a lateral limiting trapezoidal plate and a lateral limiting baffle. The lateral limiting trapezoidal plate is fixedly connected to an embedded steel plate, and the track beam's lateral positioning baffle is fixedly connected to the lateral limiting trapezoidal plate. Using the trapezoidal plate as a stiffener can gradually transfer force, reduce stress concentration, and reduce impact. The embedded plate is usually a steel plate pre-installed during concrete pouring for subsequent structural connections, improving connection strength, reducing the need for on-site welding or drilling, and improving construction efficiency. As a foundation component, the embedded plate provides stable support points for the trapezoidal plate and the baffle. Attached Figure Description

[0019] Figure 1 This is a top view illustrating the structure of this utility model.

[0020] Figure 2 yes Figure 1 A magnified view of a portion of the image.

[0021] Figure 3 This is a schematic front view of the structure of this utility model.

[0022] Figure 4 This is a schematic front view of the structure of the track beam support, track beam and track beam lateral limiting component of this utility model.

[0023] Figure 5 This is a schematic front view of the auxiliary beam support, auxiliary beam, and auxiliary beam transverse limiting component of this utility model.

[0024] In the diagram: 1. Track beam support; 2. Auxiliary beam support; 3. Track beam; 4. Auxiliary beam; 5. Track beam lateral limiting component; 6. Auxiliary beam lateral limiting component; 11. Track beam corbel; 12. Top embedded steel plate of track beam corbel; 13. Track beam embedded steel plate; 21. Auxiliary beam corbel; 22. Auxiliary beam corbel; 23. Auxiliary beam embedded steel plate; 31. Bottom embedded steel plate of track beam; 41. Bottom embedded steel plate of auxiliary beam; 51. Track beam lateral limiting trapezoidal plate; 52. Track beam lateral limiting baffle; 61. Track beam lateral limiting trapezoidal plate; 62. Track beam lateral limiting baffle. Detailed Implementation

[0025] The embodiments of this utility model are described in detail below. To make the objectives, technical solutions, and advantages of the embodiments of this utility model clearer, the technical solutions of the embodiments of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this utility model, and not all embodiments. The following description of at least one exemplary embodiment is merely illustrative and is in no way intended to limit this utility model or its application or use. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this utility model.

[0026] In the description of this utility model, it should be understood that the terms "center", "longitudinal", "lateral", "length", and "width" are used interchangeably.

[0027] The orientation or positional relationship indicated by terms such as "degree", "thickness", "up", "down", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "axial", "radial", and "circumferential" is based on the orientation or positional relationship shown in the accompanying drawings and is only for the convenience of describing this utility model and simplifying the description. It is not intended to indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this utility model.

[0028] In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation", "connection" and "linking" should be interpreted broadly. For example, they can be fixed connections, detachable connections, or integral connections; they can be direct connections or indirect connections through an intermediate medium; and they can be internal connections between two components.

[0029] Those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.

[0030] In the description of this utility model, it should be noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to limit the exemplary embodiments according to this utility model. As used herein, unless the context clearly indicates otherwise, the singular form is also intended to include the plural form. Furthermore, it should be understood that when the terms "comprising" and / or "including" are used in this specification, they indicate the presence of features, steps, operations, devices, components, and / or combinations thereof.

[0031] Unless otherwise specifically stated, the relative arrangement, numerical expressions, and values ​​of the components and steps described in these embodiments do not limit the scope of this invention. It should also be understood that, for ease of description, the dimensions of the various parts shown in the drawings are not drawn to actual scale. Techniques, methods, and devices known to those skilled in the art may not be discussed in detail, but where appropriate, such techniques, methods, and devices should be considered part of the specification. In all examples shown and discussed herein, any specific values ​​should be interpreted as merely exemplary and not as limitations. Therefore, other examples of exemplary embodiments may have different values. It should be noted that similar reference numerals and letters in the following drawings denote similar items; therefore, once an item is defined in one drawing, it need not be further discussed in subsequent drawings.

[0032] Furthermore, it should be noted that the use of terms such as "first" and "second" to define components is merely for the purpose of distinguishing the corresponding components. Unless otherwise stated, the above terms have no special meaning and therefore cannot be construed as limiting the scope of protection of this utility model.

[0033] like Figure 1-5 As shown, a structure for the expansion joint of the support frame of a coke chock car running track includes a track beam support 1, an auxiliary beam support 2, a track beam 3, an auxiliary beam 4, a track beam lateral limiting member 5, and an auxiliary beam lateral limiting member 6. The track beam support 1, auxiliary beam support 2, track beam 3, and auxiliary beam 4 are reinforced concrete structures, while the track beam lateral limiting member 5 and the auxiliary beam lateral limiting member 6 are steel structures.

[0034] In this embodiment, the track beam 3 and the auxiliary beam 4 are parallel to each other and arranged longitudinally, with the track beam 3 located on the front side and the auxiliary beam 4 located on the rear side. The track beam support 1 and the auxiliary beam support 2 are parallel to each other and arranged vertically, with the track beam support 1 located on the front side and the auxiliary beam support 2 located on the rear side. The track beam support 1 and the auxiliary beam support 2 are located on the left side, and the track beam 3 and the auxiliary beam 4 are located on the right side.

[0035] The track beam support 1 has a track beam bracket 11 on its upper part, and a top embedded steel plate 12 on the top surface of the track beam bracket 11. The bottom surface of the right end of the track beam 3 has a bottom embedded steel plate 31, which rests on the top embedded steel plate 12 of the track beam bracket, with grease applied between them. The track beam support 1 supports the track beam 3, and the top surface of the track beam support 1 is flush with the top surface of the track beam 3. A 30mm expansion joint is left between the right side of the track beam support 1 and the left side of the track beam 3, allowing the track beam 3 to deform freely along its longitudinal direction. The contact surface between the track beam bracket 11 and the track beam 3 is a steel plate, with grease applied between the steel plate surfaces. This lubrication achieves low-friction sliding of the contact surface, balancing structural durability, functional adaptability, and economy.

[0036] The auxiliary beam support 2 is equipped with an auxiliary beam bracket 21 on its upper part. A pre-embedded steel plate 22 is located on the top surface of the auxiliary beam bracket 21. A pre-embedded steel plate 41 is located on the bottom surface of the right end of the auxiliary beam 4. The pre-embedded steel plate 41 is placed on the pre-embedded steel plate 22 on the top of the auxiliary beam bracket, and grease is applied between them. The auxiliary beam support 2 supports the auxiliary beam 4. The top surface of the auxiliary beam support 2 is flush with the top surface of the auxiliary beam 4. A 30mm expansion joint is left between the right side of the auxiliary beam support 2 and the left side of the auxiliary beam 4, allowing the auxiliary beam 4 to deform freely along its longitudinal direction. The contact surface between the auxiliary beam bracket 21 and the auxiliary beam 4 is a steel plate, with grease applied between the steel plate surfaces. This lubrication achieves low-friction sliding of the contact surface, balancing structural durability, functional adaptability, and economy.

[0037] A vertically arranged rectangular flat steel plate 13 is provided on the upper right side of the track beam support 1. The track beam lateral limiting component 5 includes a track beam lateral limiting trapezoidal plate 51 and a track beam lateral limiting baffle 52. The track beam lateral limiting trapezoidal plate 51 is a trapezoidal flat steel plate, and the two track beam lateral limiting trapezoidal plates 51 are parallel to each other and horizontally arranged, one above the other, and fixed to the track beam embedded steel plate 13. The track beam lateral limiting baffle 52 is a vertically arranged rectangular flat steel plate, and the track beam lateral limiting baffle 52 is fixed to the front side of the track beam lateral limiting trapezoidal plate 51. The front of the track beam lateral limiting baffle 52 contacts the rear side of the track beam 3, and the track beam lateral limiting baffle 52 is located inside the track beam 3.

[0038] The upper right side of the auxiliary beam support 2 is provided with a vertically arranged auxiliary beam embedded steel plate 23, which is a rectangular flat steel plate. The auxiliary beam lateral limiting component 6 includes an auxiliary beam lateral limiting trapezoidal plate 61 and an auxiliary beam lateral limiting baffle 62. The auxiliary beam lateral limiting trapezoidal plate 61 is a trapezoidal flat steel plate, and the two auxiliary beam lateral limiting trapezoidal plates 61 are parallel to each other and horizontally arranged, one above the other and fixed to the auxiliary beam embedded steel plate 23. The auxiliary beam lateral limiting baffle 62 is a vertically arranged rectangular flat steel plate, and the auxiliary beam lateral limiting baffle 62 is fixed to the rear side of the auxiliary beam lateral limiting trapezoidal plate 61. The rear side of the auxiliary beam lateral limiting baffle 62 contacts the front side of the auxiliary beam 4, and the auxiliary beam lateral limiting baffle 62 is located inside the auxiliary beam 4.

[0039] The lateral limiting trapezoidal plate 51 of the track beam and the lateral limiting component 6 of the auxiliary beam prevent the track beam 3 and the auxiliary beam 4 from moving laterally, i.e., moving forward or backward. The lateral limiting trapezoidal plate 51 of the track beam prevents the track beam 3 from falling and bears the horizontal thrust of the track beam 3. The lateral limiting trapezoidal plate 61 of the auxiliary beam prevents the auxiliary beam 4 from falling and bears the horizontal thrust of the auxiliary beam 4.

[0040] This utility model eliminates the double-row columns at the expansion joint, reducing the amount of reinforced concrete used and lowering construction investment. The lateral limiting component is placed near the base of the track and dust removal main pipe support column, improving force transmission efficiency and rigidity, preventing collisions with the quenching car's sliding contact line frame, and resulting in a simple and aesthetically pleasing design.

[0041] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any equivalent substitutions or changes made by those skilled in the art within the technical scope disclosed in the present utility model, based on the technical solution and the inventive concept of the present utility model, should be included within the protection scope of the present utility model.

Claims

1. A structure for the expansion joint of the support frame of a coke chaff car running track, characterized in that: Includes track beam supports, auxiliary beam supports, track beams, auxiliary beams, track beam lateral limiting components, and auxiliary beam lateral limiting components; The track beam support, auxiliary beam support, track beam, and auxiliary beam are all reinforced concrete structures. The track beam and auxiliary beam are parallel to each other and arranged longitudinally; the track beam support and auxiliary beam support are parallel to each other and arranged vertically. The track beam support is provided with a track beam bracket on the upper part, and the end of the track beam is placed on the top surface of the track beam bracket. The track beam can extend and retract longitudinally. The auxiliary beam support is provided with an auxiliary beam bracket on the upper part, and the end of the auxiliary beam is placed on the top surface of the auxiliary beam bracket. The auxiliary beam can extend and retract longitudinally. The transverse limiting component of the track beam is fixed to the upper part of the track beam support and is located inside the track beam. The transverse limiting component of the auxiliary beam is fixed to the upper part of the auxiliary beam support and is located inside the auxiliary beam.

2. The structure at the expansion joint of the support frame for the coke chock car's running track according to claim 1, characterized in that: The top surface of the track beam bracket is provided with a pre-embedded steel plate, and the bottom surface of the track beam end is provided with a pre-embedded steel plate. The pre-embedded steel plate at the bottom of the track beam is placed on the pre-embedded steel plate at the top of the track beam bracket, and grease is provided between the two.

3. The structure at the expansion joint of the support frame for the coke chock car's running track according to claim 1, characterized in that: The top surface of the auxiliary beam bracket is provided with a pre-embedded steel plate, and the bottom surface of the auxiliary beam end is provided with a pre-embedded steel plate. The pre-embedded steel plate at the bottom of the auxiliary beam is placed on the pre-embedded steel plate at the top of the auxiliary beam bracket, and grease is provided between the two.

4. The structure at the expansion joint of the support frame for the coke chock car's running track according to claim 1, characterized in that: The upper side of the track beam support is provided with a pre-embedded steel plate for the track beam.

5. The structure at the expansion joint of the support frame for the coke chock car's running track according to claim 4, characterized in that: The transverse limiting component of the track beam includes a transverse limiting trapezoidal plate and a transverse limiting baffle. The transverse limiting trapezoidal plate is fixed to the embedded steel plate of the track beam, and the transverse limiting baffle is fixed to the transverse limiting trapezoidal plate. The transverse limiting baffle is a vertically arranged flat plate located on the inner side of the track beam.

6. The structure at the expansion joint of the support frame for the coke quenching car's running track according to claim 1, characterized in that: The upper side of the auxiliary beam support is provided with an embedded steel plate for the auxiliary beam.

7. The structure at the expansion joint of the support frame for the coke quenching car's running track according to claim 6, characterized in that: The auxiliary beam lateral limiting component includes an auxiliary beam lateral limiting trapezoidal plate and an auxiliary beam lateral limiting baffle; the auxiliary beam lateral limiting trapezoidal plate is fixed to the auxiliary beam embedded steel plate, and the auxiliary beam lateral limiting baffle is fixed to the auxiliary beam lateral limiting trapezoidal plate. The auxiliary beam lateral limiting baffle is a vertically arranged flat plate located on the inner side of the auxiliary beam.