Assembling type highway steel bridge component containerization approach bridge mixed loading container unit

Abstract

The utility model discloses an assembly type highway steel bridge component containerization approach bridge mixed loading container unit which comprises a cross beam, an approach bridge mixed loading hanging scaffold is embedded into the inner side of the cross beam, a central bridge deck is placed on the rear side of a container, and slab lapping corners are placed at the bottom ends of the container and the central bridge deck. Steel bridge components such as cross beams, transition slab corners, central bridge decks, transition slab supports, curbs, U-shaped bolt sets and bridge deck bolt hole dustproof caps are assembled together with auxiliary assembling tools to form a general component assembling unit required by steel bridge approach bridges with different spans, loading is completed within the same time, more than six persons are needed for one component, and only two persons are needed after assembling; single pieces are stacked and easily slide down to cause accidents during truck loading, and can be prevented after container loading; 40 minutes are needed for completing loading of a single piece, and 5 minutes are needed for loading after container loading; the number of single pieces is large, the number of point positions is large, omission is prone to occurring, and only one piece is packaged; a single piece needs to be loaded for multiple times, long-time labor is needed, and one-time loading is needed after container loading.

Description

Technical Field

[0001] This utility model relates to the field of bamboo and wood processing technology, specifically to a prefabricated highway steel bridge component modular approach bridge mixed container unit. Background Technology

[0002] Prefabricated highway steel bridges (hereinafter referred to as "steel bridges") have a wide variety of components. Determining the quantity of steel bridge components of different specifications is too specialized. At the same time, the process of shipping components out of the warehouse requires a large number of personnel, involves high labor intensity, long operation time, and is prone to omissions and safety risks. On-site installation makes it difficult to utilize the efficiency of power machinery. Therefore, a device is needed to solve the above problems by universally containerizing steel bridge components according to different parts of the steel bridge.

[0003] No effective solutions have yet been proposed to address the problems in the relevant technologies. Utility Model Content

[0004] To address the problems in related technologies, this utility model proposes a prefabricated highway steel bridge component modular approach bridge mixed container unit to overcome the aforementioned technical problems existing in the existing related technologies.

[0005] Therefore, the specific technical solution adopted by this utility model is as follows:

[0006] A prefabricated highway steel bridge component modular approach bridge mixed container unit includes a crossbeam, with an approach bridge mixed loading platform embedded in the inner side of the crossbeam, a container placed between the approach bridge mixed loading platform, a central bridge deck placed behind the container, and approach plate corners placed at the bottom ends of the container and the central bridge deck.

[0007] As a further embodiment of this utility model, a bridge-mounted mixed-loading container unit sign is fixedly installed on the front side of the container.

[0008] As a further embodiment of this utility model, the inclined surfaces of the upper and lower sets of the stepping plate corners are placed in close contact with each other.

[0009] As a further embodiment of this utility model, several of the central bridge panels are located on the same vertical plane.

[0010] As a further embodiment of this utility model, an accessory box is placed at the inner rear end of the container, and a platform support is placed at the inner front end of the container.

[0011] As a further embodiment of this utility model, the accessory box includes a bridge component box and a U-bolt assembly box.

[0012] As a further embodiment of this utility model, several curbs are placed on the upper end of the accessory box and the ramp support.

[0013] The beneficial effects of this utility model are as follows:

[0014] This utility model uses a combination of crossbeams, approach bridge loading platforms, containers, central bridge decks, and approach plate corners to assemble steel bridge components such as crossbeams, approach plate corners, central bridge decks, approach plate supports, curbs, U-bolt sets, and dust caps for bridge deck bolt holes, along with auxiliary equipment, to form a universal container unit for components required for steel bridge approach bridges of different spans. Loading a single component requires more than 6 people in the same amount of time, while assembling reduces this to 2 people. Stacking individual components can easily cause slippage and accidents during loading, which can be avoided with assembling. Loading a single component takes 40 minutes, while assembling reduces it to 5 minutes. With many individual components at many locations, it's easy to miss some; assembling reduces this to just one component. Multiple loading operations for a single component require long hours of labor, while assembling requires only one loading operation. Attached Figure Description

[0015] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0016] Figure 1 This is a schematic diagram of the overall structure of a prefabricated highway steel bridge component modular approach bridge mixed container unit according to an embodiment of the present utility model.

[0017] Figure 2 This is a schematic diagram of the installation structure of the central bridge deck of a prefabricated highway steel bridge component modular approach bridge mixed container unit according to an embodiment of the present utility model.

[0018] Figure 3 This is a schematic diagram of the installation structure of the approach plate corner of a prefabricated highway steel bridge component modular approach bridge mixed container unit according to an embodiment of the present utility model.

[0019] Figure 4 This is a schematic diagram showing the installation positions of the container, central bridge deck, and approach plate corners of a prefabricated highway steel bridge component modular approach bridge mixed container unit according to an embodiment of the present utility model.

[0020] Figure 5 This is a schematic diagram of the overall structure of a container for a prefabricated highway steel bridge component modular approach bridge mixed container unit according to an embodiment of the present utility model.

[0021] Figure 6 This is a schematic diagram showing the placement of the accessory box, curb, and approach plate support of a prefabricated highway steel bridge component modular approach bridge mixed container unit according to an embodiment of the present utility model.

[0022] Figure 7This is a schematic diagram showing the installation position of the accessory box of a prefabricated highway steel bridge component containerized approach bridge mixed container unit according to an embodiment of the present utility model.

[0023] Figure 8 This is a schematic diagram showing the placement position of the curb of a prefabricated highway steel bridge component modular approach bridge mixed container unit according to an embodiment of the present utility model.

[0024] In the picture:

[0025] 1. Crossbeam; 2. Approach bridge mixed loading platform; 3. Container; 4. Approach bridge mixed loading unit sign; 5. Central bridge deck; 6. Approach plate corner; 7. Approach plate support; 8. Accessory box; 81. Approach bridge small parts box; 82. U-bolt assembly box; 9. Curb. Detailed Implementation

[0026] To further illustrate the various embodiments, the present invention provides accompanying drawings, which are part of the disclosure of the present invention. These drawings are mainly used to illustrate the embodiments and can be used in conjunction with the relevant descriptions in the specification to explain the operating principles of the embodiments. With reference to these contents, those skilled in the art should be able to understand other possible implementation methods and the advantages of the present invention. The components in the figures are not drawn to scale, and similar component symbols are usually used to represent similar components.

[0027] According to an embodiment of the present invention, a prefabricated highway steel bridge component modular approach bridge mixed container unit is provided.

[0028] Please refer to the instruction manual appendix. Figure 1-8 According to an embodiment of the present utility model, a prefabricated highway steel bridge component modular approach bridge mixed container unit includes a crossbeam 1, an approach bridge mixed loading platform 2 is embedded in the inner side of the crossbeam 1, a container 3 is placed between the approach bridge mixed loading platform 2, a central bridge deck 5 is placed on the rear side of the container 3, and an approach plate corner 6 is placed at the bottom end of the container 3 and the central bridge deck 5.

[0029] Steel bridge components such as crossbeams, approach slab corners, central bridge deck panels, approach slab supports, curbs, U-bolt sets, and dust caps for bridge deck bolt holes are assembled together with auxiliary equipment to form a universal assembly unit for components required for approach bridges of steel bridges with different spans.

[0030] In one embodiment, please refer to the appendix to the specification. Figure 1-8 As a further embodiment of this utility model, a bridge-mounted mixed-loading container unit sign 4 is fixedly installed on the front side of the container 3.

[0031] It makes it easier to identify the contents of the container.

[0032] Please refer to the appendix of the specification for another embodiment. Figure 1-8As a further embodiment of this utility model, the inclined surfaces of the upper and lower two sets of the approach plate angles 6 are placed in close contact with each other, and several of the central bridge panels 5 are located on the same vertical plane.

[0033] Mixing and matching different materials can improve tightness.

[0034] In one embodiment, please refer to the appendix to the specification. Figure 1-8 As a further embodiment of this utility model, an accessory box 8 is placed at the inner rear end of the container 3, and a ramp support 7 is placed at the inner front end of the container 3. The accessory box 8 includes a ramp small parts box 81 and a U-bolt assembly box 82. Several curbs 9 are placed at the upper end of the accessory box 8 and the ramp support 7.

[0035] In use, steel bridge components such as crossbeams, approach slab corners, central bridge deck panels, approach slab supports, curbs, U-bolt assemblies, and dust caps for bridge deck bolt holes are assembled together with auxiliary equipment to form a universal modular unit for components required for approach bridges of steel bridges of different spans. This modular assembly process offers the following advantages:

[0036] First, it saves manpower. In the same amount of time, loading a single item requires more than 6 people, but after containerization, only 2 people are needed.

[0037] Second, it is safer to stack individual items, as they are prone to slipping and causing accidents when loading. This can be avoided by containerizing.

[0038] III. More efficient: Loading a single item takes 40 minutes, while loading after containerization takes 5 minutes.

[0039] IV. To avoid easily overlooked parts, with a large number of individual parts and locations, it is easy to miss them; after assembly, only one part is needed.

[0040] Fifth, reduce labor intensity. Single-item loading requires long hours of labor, while container loading requires one loading.

[0041] The above are merely preferred embodiments of the present utility model and are not intended to limit the present utility model. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model shall be included within the protection scope of the present utility model.

Claims

1. A prefabricated highway steel bridge component containerized approach mixing container unit, comprising a cross beam (1), characterized in that: The inner side of the crossbeam (1) is embedded into the approach bridge mixed loading platform (2), containers (3) are placed between the approach bridge mixed loading platform (2), the rear side of the container (3) is placed with the central bridge deck (5), the bottom end of the container (3) and the central bridge deck (5) is placed with the angle of the deck plate (6).

2. The prefabricated highway steel bridge component mixed container unit of claim 1, characterized in that: The front side of the container (3) is fixedly installed with the approach bridge mixed loading container unit sign (4).

3. The prefabricated highway steel bridge component mixed container unit of claim 1, wherein: The inclined surfaces of the upper and lower two groups of the deck plate angle (6) are placed in mutual adhesion.

4. The prefabricated highway steel bridge component mixed container unit of claim 1, wherein: Several central bridge decks (5) are located in the same vertical plane.

5. The prefabricated highway steel bridge component mixed container unit of claim 1, wherein: The inner side of the container (3) is placed with the accessory box (8) at the rear end, and the inner side of the container (3) is placed with the deck plate support (7) at the front end.

6. The prefabricated highway steel bridge component mixed container unit of claim 5, characterized in that: The accessory box (8) comprises an approach bridge small accessory box (81) and a U-shaped bolt group box (82).

7. The prefabricated highway steel bridge component mixed container unit of claim 5, characterized in that: The upper end of the accessory box (8) and the deck plate support (7) is placed with several kerbs (9).

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