New type of passing road using railway pier and U-shaped groove

Abstract

The utility model relates to bridge road field especially, and it is new type passing road that utilizes railway bridge pier and U type groove, this new type passing road contains the car side (1) and the car side (2) of going, the car side (1) and the car side (2) of going pass through railway bridge pier (3), the car side (1) and the car side (2) of going contain the road surface respectively, and the below of road surface is arranged with U type groove (4), the galvanized iron wire net (7) is arranged above U type groove (4), bubble mixes light soil layer (6) and road surface.

Description

Technical Field

[0001] This utility model relates to the field of bridges and roads, and in particular to a new type of passageway utilizing railway bridge piers and U-shaped channels. Background Technology

[0002] Disadvantages of existing technologies: Roadbed construction typically relies on heavy machinery for site leveling, filling, and compaction. These operations directly compress or vibrate the surrounding soil, causing consolidation settlement around nearby high-speed railway bridge piles. This settlement generates negative skin friction on the bridge piles, increasing the vertical load on the piles and potentially leading to pile cracking and reduced bearing capacity. Roadbeds are generally loose structures, and their self-weight and vehicle loads are unevenly transferred to the foundation through the roadbed fill material. This uneven load transfer can cause excessive local stress on the foundation, leading to differential settlement and subsequent road surface cracking, reduced smoothness, and other defects, affecting road safety and service life. Roadbeds typically use conventional fill materials such as soil and rock, which are heavy and place high demands on the foundation's bearing capacity. In areas with insufficient foundation bearing capacity, complex treatments such as replacement and reinforcement are required, significantly increasing project costs and time.

[0003] On October 14, 2025, a search was conducted in the China Patent Publication Database using "elevated road and highway and U and road surface and barbed wire" as the abstract keywords and the option to allow synonym expansion was selected. No relevant literature was found.

[0004] On October 14, 2025, an abstract search was conducted on CNKI (China National Knowledge Infrastructure) using the keywords "elevated road and highway and U and road surface and barbed wire". No relevant literature was found. Utility Model Content

[0005] The purpose of this utility model is to provide a new type of passageway that makes better use of railway bridge piers and U-shaped channels. The specific purpose is explained in the specific implementation section for several substantial technical effects.

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

[0007] A novel passageway utilizing railway bridge piers and U-shaped channels, characterized in that...

[0008] The new traffic lane includes an oncoming vehicle side 1 and an outgoing vehicle side 2;

[0009] The approaching vehicle side 1 and the departing vehicle side 2 pass through the railway bridge pier 3;

[0010] The approaching vehicle side 1 and the outgoing vehicle side 2 each include the road surface, and a U-shaped trough 4 is arranged under the road surface;

[0011] Above the U-shaped channel 4, there is a galvanized wire mesh 7, a layer of bubble-mixed lightweight soil 6, and a road surface.

[0012] A further technical solution of this utility model is that the structure of the U-shaped groove 4 includes a flat part at the bottom, inclined parts connected to both sides of the flat part, and higher flat parts connected to the inclined parts. The higher flat parts extend out of a vertical wall, and the baseline of the road edge is arranged on the vertical wall.

[0013] A further technical solution of this utility model is that the U-shaped groove 4 has a symmetrical structure.

[0014] A further technical solution of this utility model is that the landfill soil on the vehicle side 1 and the vehicle side 2 contains pipes, which are sewage pipes, water supply pipes and heating pipes.

[0015] A further technical solution of this utility model is that a water supply pipe and a sewage pipe are buried in the vehicle side 1. The water supply pipe is made of DN200 polyethylene pipe, and a 300x10 anti-corrosion steel pipe sleeve is installed on its outer side. The gap between the pipe and the sleeve is filled with sand grouting. The sewage pipe is made of DN600 steel strip reinforced polyethylene spiral corrugated pipe, and a 0800x13 anti-corrosion steel pipe sleeve is installed on its outer side. The gap between the pipe and the sleeve is filled with sand grouting.

[0016] A heating pipe is buried inside the vehicle side 2. The heating pipe is used for water supply and return. The heating pipe is made of DN400 steel pipe. A rigid polyurethane foam insulation layer and PE protective pipe are installed on the outside. A 700x13 anti-corrosion steel pipe sleeve is installed. A gap of not less than 50mm is left between the pipe and the sleeve.

[0017] A further technical solution of this utility model is that an inclined concrete drainage layer 10 is arranged on the side away from each other on the side of the vehicle coming side 1 and the side of the vehicle going side 2, and a layer of original rammed soil is arranged below the concrete drainage layer 10.

[0018] The present invention, employing the above technical solution, offers the following advantages over existing technologies: The "U"-shaped channel eliminates the need for large-scale mechanical compaction, avoiding disturbance to the soil surrounding the bridge piles from the construction stage and protecting the stability of the high-speed railway bridge foundation. As a rigid integral structure, the "U"-shaped channel concentrates and evenly transfers loads to the foundation, preventing localized stress concentration and reducing the risk of foundation deformation. Lightweight materials such as EPS can be filled inside the "U"-shaped channel, significantly reducing the overall structural weight and thus decreasing the demand on foundation bearing capacity, allowing the project to meet requirements without excessive foundation treatment. Attached Figure Description

[0019] To further illustrate this utility model, the following description is provided in conjunction with the accompanying drawings:

[0020] Figure 1 This is a structural diagram of the invention;

[0021] Figure 2 A layout diagram of roads and railways;

[0022] Figure 3 This is a diagram of a U-shaped groove structure.

[0023] Figure 4 A structural diagram of road surface layering;

[0024] Figure 5 This is a diagram of the pipes at the bottom of one side of the road surface;

[0025] Figure 6 This is a diagram of the pipes at the bottom of the road surface on the other side.

[0026] Among them: 1. Oncoming vehicle side; 2. Departing vehicle side; 3. Railway bridge pier; 101. U-shaped channel; 102. Sidewalk; 103. Roadway; 104. Grouting reinforcement block; 105. Water supply pipe; 106. Sewage pipe; 201. Heating pipe; 4. Railway centerline; 5. Sidewalk pavement layer; 6. Aerated mixed lightweight soil layer; 7. Galvanized wire mesh; 8. U-shaped channel bottom plate; 9. Roadway layer; 10. Original soil; 11. Original soil compaction layer; 12. Concrete drainage layer; 13. Sand and gravel cushion layer; 14. Concrete cushion layer. Detailed Implementation

[0027] The present invention will be further explained below with reference to the accompanying drawings and specific embodiments. It should be understood that the following specific embodiments are only for illustrating the present invention and are not intended to limit the scope of the present invention. In the description of the present invention, it should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," "outer," "top," and "bottom," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on the present invention. In addition, unless otherwise expressly specified and limited, the terms "installation," "connection," and "joining" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; they can refer to the internal connection of two components. For those skilled in the art, the specific meaning of the above terms in the present invention can be understood according to the specific circumstances.

[0028] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such process, method, article, or apparatus.

[0029] This patent provides multiple parallel solutions; the different descriptions represent improved or parallel solutions based on a basic solution. Each solution has its own unique characteristics. Furthermore, the technical features involved in the different embodiments of this utility model described below can be combined with each other as long as they do not conflict with each other. Fixing methods not described herein can be any type of fixing, such as threaded fixing, bolt fixing, or adhesive bonding.

[0030] Example 1: Referring to all the attached drawings; a novel passageway utilizing railway bridge piers and U-shaped channels, characterized in that,

[0031] The new traffic lane includes an oncoming vehicle side 1 and an outgoing vehicle side 2;

[0032] The approaching vehicle side 1 and the departing vehicle side 2 pass through the railway bridge pier 3;

[0033] The approaching vehicle side 1 and the outgoing vehicle side 2 each include the road surface, and a U-shaped trough 4 is arranged under the road surface;

[0034] Above the U-shaped channel 4, there is a galvanized wire mesh 7, a layer of bubble-mixed lightweight soil 6, and a road surface.

[0035] The U-shaped channel eliminates the need for large-scale mechanical compaction, avoiding disturbance to the soil surrounding the bridge piles from the outset and protecting the stability of the high-speed railway bridge foundation. As a rigid integral structure, the U-shaped channel concentrates and evenly distributes loads to the foundation, preventing localized stress concentration and reducing the risk of foundation deformation. The interior of the U-shaped channel can be filled with lightweight materials such as EPS, significantly reducing the overall weight of the structure and thus decreasing the demand on the foundation's bearing capacity, allowing the project to meet requirements without excessive foundation treatment.

[0036] Example 2: As a further improvement, parallel, or optional independent solution, the structure of the U-shaped channel 4 includes a flat bottom section, with inclined sections connected to both sides of the flat section, the inclined sections connected to a higher flat section, the higher flat section extending out of a vertical wall, and the baseline of the road edge arranged on the vertical wall.

[0037] The structure of this design has good stress distribution, is easy to transport, and is very stable.

[0038] Example 3: As a further improvement, parallel, or optional independent solution, the U-shaped groove 4 has a symmetrical structure.

[0039] The force is evenly distributed on both sides, making it easy to manufacture and safer and more reliable.

[0040] Example 4: As a further improvement, parallel, or alternative independent solution, the landfill soil on the vehicle-to-vehicle side 1 and the vehicle-to-vehicle side 2 contains pipes, which are sewage pipes, water supply pipes, and heating pipes.

[0041] Example 5: As a further improvement, parallel, or optional independent solution, a water supply pipe and a sewage pipe are buried inside the vehicle side 1. The water supply pipe is made of DN200 polyethylene pipe, with a 300x10 anti-corrosion steel pipe sleeve installed on its outer side. The space between the pipe and the sleeve is filled with sand grout. The sewage pipe is made of DN600 steel-reinforced polyethylene spiral corrugated pipe, with an 800x13 anti-corrosion steel pipe sleeve installed on its outer side. The space between the pipe and the sleeve is filled with sand grout.

[0042] A heating pipe is buried inside the vehicle side 2. The heating pipe is used for water supply and return. The heating pipe is made of DN400 steel pipe. A rigid polyurethane foam insulation layer and PE protective pipe are installed on the outside. A 700x13 anti-corrosion steel pipe sleeve is installed. A gap of not less than 50mm is left between the pipe and the sleeve.

[0043] Example 6: As a further improvement, parallel, or optional independent solution, an inclined concrete drainage layer 10 is arranged on the side away from each other on the approaching vehicle side 1 and the departing vehicle side 2, and a layer of original rammed soil is arranged below the concrete drainage layer 10.

[0044] Innovatively, each of the above effects exists independently, yet a single structure can be used to combine the results.

[0045] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. Those skilled in the art should understand that this utility model is not limited to the above embodiments. The embodiments and descriptions in the specification are merely illustrative of the principles of this utility model. Various changes and modifications can be made to this utility model without departing from its spirit and scope, and all such changes and modifications fall within the scope of the claims.

Claims

1. A novel passageway utilizing railway bridge piers and U-shaped channels, characterized in that, The new traffic lane includes an oncoming vehicle side (1) and an outgoing vehicle side (2); The approaching (1) and departing (2) sides pass through the railway pier (3); The approaching vehicle side (1) and the outgoing vehicle side (2) each contain the road surface, and a U-shaped trough (4) is arranged under the road surface; The U-shaped channel (4) is topped with galvanized wire mesh (7), a layer of bubble-mixed lightweight soil (6), and a road surface.

2. The new passage road using a railway pier and a U-shaped channel according to claim 1, wherein The structure of the U-shaped channel (4) includes a flat bottom section, with inclined sections connected to both sides of the flat section, and the inclined sections connected to a higher flat section. The higher flat section extends out of a vertical wall, on which the baseline of the road edge is arranged.

3. The new passage road using a railway pier and a U-shaped channel according to claim 1, wherein The U-shaped groove (4) has a symmetrical structure.

4. The new passage road using a railway pier and a U-shaped channel according to claim 1, wherein The landfill soil on the inbound side (1) and outbound side (2) contains pipes, which are sewage pipes, water supply pipes and heating pipes.

5. The new passage road using a railway pier and a U-shaped channel according to claim 4, wherein Water supply pipe and sewage pipe are buried in the side of the vehicle (1). The water supply pipe is made of DN200 polyethylene pipe and a 300x10 anti-corrosion steel pipe sleeve is installed on its outside. The pipe and the sleeve are filled with sand grouting. The sewage pipe is made of DN600 steel strip reinforced polyethylene spiral corrugated pipe and a 0800x13 anti-corrosion steel pipe sleeve is installed on its outside. The pipe and the sleeve are filled with sand grouting. A heating pipe is buried inside the vehicle side (2). The heating pipe is used for water supply and return. The heating pipe is made of DN400 steel pipe. A rigid polyurethane foam insulation layer and PE protective pipe are installed on its outside. A 700x13 anti-corrosion steel pipe sleeve is installed. A gap of not less than 50mm is left between the pipe and the sleeve.

6. The new passage road using a railway pier and a U-shaped channel according to claim 5, wherein An inclined concrete drainage layer (10) is arranged on the side away from each other on the side of the vehicle coming (1) and the side of the vehicle going (2), and a layer of rammed earth is arranged below the concrete drainage layer (10).

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