Frost heaving resistant channel

Abstract

The utility model relates to the technical field of water conservancy projects, in particular to an anti-frost heaving channel which comprises steel structure supports, the steel structure supports are in a U shape, concrete formworks are laid on the upper sides of the multiple sets of steel structure supports, heat preservation cotton is filled between the two sets of steel structure supports, and the bottoms of the steel structure supports abut against first steel structure columns. Supporting structures are arranged at the left end and the right end of the steel structure support correspondingly. Each supporting structure comprises a second steel structure column, a pouring hole, a supporting plate, a material injection pipe and a second threaded rod. The first steel structure columns are inserted into the lower sides of the steel structure supports, the second steel structure columns are inserted into the two sides of the steel structure supports, concrete is injected into the second steel structure columns, and concrete foundations are formed on the side faces of the channel and the side faces of the second steel structure columns, so that the influence of frost heaving on foundation soil is reduced; meanwhile, the supporting strength of the second steel structure columns is improved, the stability of the steel structure support and the channel is improved, and the use safety of the channel is improved.

Description

Technical Field

[0001] This utility model relates to the field of water conservancy engineering technology, specifically to an anti-frost heave channel. Background Technology

[0002] Water conveyance channels play a vital role in transporting water resources from water-sufficient areas to water-scarce areas, alleviating water shortage pressure in northern regions. However, northern my country is located at a low latitude and experiences cold winters, resulting in seasonal freezing and permanent freezing in some parts of the Northwest Plateau. This causes frost heave damage to the channels, leading to leakage during water transport and a cycle of repeated frost heave damage.

[0003] Among them, announcement number CN219973093U discloses a wind-powered, heat-assisted truss steel structure anti-seepage and frost-heave-resistant channel. The channel includes a truss structure, a panel structure, and wind-powered heating equipment. The truss structure is laid on the channel's foundation soil. The truss structure is arranged along the channel's slopes and bottom. Multiple sets of truss structures are arranged along the channel's extension. Adjacent truss structures are connected by square steel bars. The panel structure is laid on the truss structure and includes a geomembrane, a waterproofing plate, and a concrete lining plate. The wind turbine of the wind-powered heating equipment is installed at the top of the channel slope. The output end of the wind turbine is connected to the charging end of a battery. The discharging end of the battery is connected to heating wires via wires. The heating wires are arranged between the geomembrane and the waterproofing plate. This wind-powered, heat-assisted truss steel structure anti-seepage and frost-heave-resistant channel improves the channel's frost-heave resistance, reduces the difficulty of channel structure maintenance, and extends the channel's service life.

[0004] The device uses a steel structure to support the panel structure, improving the channel's resistance to frost heave and transferring some heat to the interior of the foundation soil, thus reducing frost heave deformation. However, in actual use, the depth of frost heave in the foundation soil is usually quite deep, and the bottom of the steel structure is in direct contact with the foundation soil without stable support. During long-term use, when the deep foundation soil undergoes frost heave deformation, the surface foundation soil will still settle and deform, thereby damaging the channel.

[0005] Therefore, it is necessary to invent an anti-frost heave channel to solve the above problems. Utility Model Content

[0006] The purpose of this invention is to provide a frost-resistant channel to solve the problem that when the deep foundation soil undergoes frost heave deformation, the surface foundation soil will still settle and deform, thus damaging the channel.

[0007] To achieve the above objectives, this utility model provides the following technical solution: an anti-frost heave channel, comprising a steel structure support, the steel structure support being U-shaped, concrete formwork laid on the upper side of multiple sets of the steel structure supports, insulation cotton filled between two sets of steel structure supports, a first steel structure column abutting the bottom of the steel structure support, and support structures provided at both the left and right ends of the steel structure support, the support structure including a second steel structure column, a pouring hole, a support plate, an injection pipe, and a second threaded rod, and second insertion holes provided at both the front and rear ends of the support plate, with support anchor rods inserted into the interior of the second insertion holes.

[0008] By adopting the above technical solution, the first steel structure column supports the bottom of the steel structure support, and the support structure supports the left and right ends of the steel structure support, thereby improving the stability of the steel structure support and thus improving the stability of the channel.

[0009] Optionally, four sets of first connecting blocks are fixedly connected to the lower ends of both sides of the steel structure bracket. The surface of the first connecting block is provided with a first insertion hole, and the second threaded rod is inserted into the first insertion hole.

[0010] By adopting the above technical solution, the second threaded rod is inserted into the first insertion hole to fix the steel structure bracket and the support plate.

[0011] Optionally, four sets of second connecting blocks are fixedly connected to the upper positions on both sides of the steel structure support, and a first threaded rod is fixedly connected to the upper end of the second connecting block.

[0012] Optionally, the concrete formwork has connecting through holes on both the left and right sides, and the first threaded rod is inserted into the connecting through holes.

[0013] By adopting the above technical solution, the first threaded rod is inserted into the inside of the connecting through hole to fix the concrete formwork and the steel structure support.

[0014] Optionally, the upper end of the second steel structure column is fixedly connected to the lower surface of the support plate, and the casting hole is opened on the side of the second steel structure column.

[0015] Optionally, the injection pipe is fixedly connected to the upper surface of the support plate, and the injection pipe has an inlet, the lower end of which is connected to the interior of the second steel structure column.

[0016] By adopting the above technical solution, cement is poured into the inside of the injection pipe, enters the interior of the second steel structure column through the inlet, and seeps out through the pouring hole, forming a concrete foundation on the outside of the steel structure support and the second steel structure column, thereby improving the stability of the second steel structure column and the steel structure support.

[0017] Optionally, the lower end of the second threaded rod is fixedly connected to the upper surface of the support plate.

[0018] Optionally, the upper ends of the first threaded rod, the second threaded rod, and the supporting anchor rod are all threaded with nuts.

[0019] The technical effects and advantages provided by this utility model in the above technical solution are as follows:

[0020] This invention involves inserting a first steel structure column into the bottom soil of the channel, followed by inserting second steel structure columns into the soil on both sides of the channel. Concrete is then poured into the interior of the second steel structure columns and pressure is applied to allow it to seep out through the pouring holes, forming a concrete foundation on the sides of the second steel structure columns and the channel. At this point, the first steel structure column, the concrete foundation, and the second steel structure column support the steel structure support, reducing the impact of frost heave on the steel structure support, thereby improving the stability and safety of the channel. Attached Figure Description

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

[0022] Figure 2 This is a schematic diagram of the steel structure support of this utility model;

[0023] Figure 3 This is a schematic diagram of the second steel column structure of this utility model;

[0024] Figure 4 This is a schematic diagram of the support plate structure of this utility model;

[0025] Figure 5 This is a schematic diagram of the connecting block structure of this utility model;

[0026] Figure 6 This is a schematic diagram of the concrete formwork structure of this utility model.

[0027] Explanation of reference numerals in the attached figures:

[0028] 1. Steel structure support; 11. First connecting block; 12. First insertion hole; 13. Second connecting block; 14. First threaded rod; 15. First steel structure column; 16. Concrete formwork; 17. Connecting through hole; 18. Insulation cotton; 2. Second steel structure column; 21. Pouring hole; 22. Support plate; 23. Injection pipe; 24. Inlet; 25. Second threaded rod; 26. Second insertion hole; 27. Support anchor rod. Detailed Implementation

[0029] To enable those skilled in the art to better understand the technical solution of this utility model, the present utility model will be further described in detail below with reference to the accompanying drawings.

[0030] This utility model provides, for example Figures 1 to 4 The illustrated anti-frost heave channel includes a steel structure support 1, which is U-shaped. Concrete formwork 16 is laid on the upper side of multiple sets of steel structure supports 1. Insulation cotton 18 is filled between two sets of steel structure supports 1. The bottom of the steel structure support 1 abuts against a first steel structure column 15. Support structures are provided at both ends of the steel structure support 1. The support structure includes a second steel structure column 2, a pouring hole 21, a support plate 22, an injection pipe 23, and a second threaded rod 25. The support plate 22 is located at the front and rear... Both ends are provided with second insertion holes 26, and support anchor rods 27 are inserted into the second insertion holes 26. The upper end of the second steel structure column 2 is fixedly connected to the lower surface of the support plate 22. The pouring hole 21 is opened on the side of the second steel structure column 2. The injection pipe 23 is fixedly connected to the upper surface of the support plate 22. The injection pipe 23 is provided with an inlet 24. The lower end of the inlet 24 is connected to the interior of the second steel structure column 2. The lower end of the second threaded rod 25 is fixedly connected to the upper surface of the support plate 22.

[0031] In the process of use, a channel is first excavated on the surface of the foundation soil. The first steel structure column 15 is inserted into the bottom of the channel. Then, the second steel structure column 2 is inserted into the surface of the foundation soil on both sides of the channel. The first steel structure column 15 and the second steel structure column 2 are located on the same vertical plane. Next, the steel structure support 1 is erected on the upper side of the first steel structure column 15 and the second steel structure column 2, which support the steel structure support 1. Then, concrete is injected into the interior 1 of the second steel structure column 2 through the injection pipe 23. Then, the concrete is pressure-driven to seep out from the pouring hole 21, so that the concrete forms a concrete foundation on the side of the second steel structure column 2 and the channel, which improves the stability of the steel structure support and reduces the impact of frost heave on the steel structure support 1. Then, insulation cotton is laid between multiple sets of steel structure supports 1. Finally, the concrete formwork 16 is laid on the upper side of the steel structure support 1.

[0032] See Figure 5 and Figure 6 Four sets of first connecting blocks 11 are fixedly connected to the lower ends of the left and right sides of the steel structure support 1. The surface of the first connecting block 11 is provided with a first insertion hole 12. The second threaded rod 25 is inserted into the first insertion hole 12. Four sets of second connecting blocks 13 are fixedly connected to the upper ends of the left and right sides of the steel structure support 1. The upper end of the second connecting block 13 is fixedly connected with a first threaded rod 14. The upper ends of the first threaded rod 14, the second threaded rod 25 and the support anchor rod 27 are all threaded with nuts. The left and right sides of the concrete formwork 16 are provided with connecting through holes 17. The first threaded rod 14 is inserted into the connecting through hole 17.

[0033] Specifically, when the steel structure support 1 is erected on the upper end of the second steel structure column 2, the second threaded rod 25 is inserted into the first insertion hole 12 and locked with a nut to secure the steel structure support 1 to the second steel structure column 2. Then, the support anchor rod 27 is inserted into the second insertion hole 26 and locked with a nut to further support the support plate 22 and improve the stability of the steel structure support 1. When laying the concrete formwork 16, the first threaded rod 14 is inserted into the connecting through hole 17 and locked with a nut to secure the concrete formwork 16 to the steel structure support 1.

[0034] The working principle of this utility model is as follows: In order to reduce the impact of deep soil frost heave on the channel and improve the channel's safety, a first steel structure column 15 is inserted under the steel structure support 1, and second steel structure columns 2 are inserted on both sides of the steel structure support 1. Concrete is injected into the interior of the second steel structure columns 2, and the concrete seeps out from the pouring hole 21 to the outside, forming a concrete foundation on the side of the channel and the side of the second steel structure columns 2. This reduces the impact of frost heave on the soil and increases the support strength of the second steel structure columns 2, thereby improving the stability of the steel structure support 1 and the channel, and enhancing the safety of the channel in use.

[0035] 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 preferred examples and are not intended to limit the 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 claimed utility model.

Claims

1. A channel against frost heaving, comprising a steel structure support (1), characterized in that: The steel structure support (1) is concave, a plurality of groups of the upper side of the steel structure support (1) is paved with a concrete form (16), two groups of steel structure supports (1) are filled with thermal cotton (18), the bottom of the steel structure support (1) is abutted with a first steel structure column (15), the left and right ends of the steel structure support (1) are provided with support structures, the support structure includes a second steel structure column (2), a pouring hole (21), a support plate (22), a pouring pipe (23) and a second threaded rod (25), the front and rear ends of the support plate (22) are provided with second plug-in holes (26), and the second plug-in holes (26) are inserted with support anchor rods (27).

2. A frost heave resistant channel according to claim 1, wherein: The left and right sides of the steel structure support (1) near the lower end position are fixedly connected with four groups of first connecting blocks (11), and the surface of the first connecting block (11) is provided with a first plug-in hole (12).

3. A frost heave resistant channel according to claim 1, wherein: The left and right sides of the steel structure support (1) near the lower end position are fixedly connected with four groups of second connecting blocks (13), and the upper end of the second connecting block (13) is fixedly connected with a first threaded rod (14).

4. A frost heave resistant channel according to claim 3, wherein: The left and right sides of the concrete form (16) are provided with connecting through holes (17), and the first threaded rod (14) is inserted into the connecting through holes (17).

5. The anti-frost heave channel of claim 1, wherein: The upper end of the second steel structure column (2) is fixedly connected with the lower surface of the support plate (22), and the pouring hole (21) is arranged on the side surface of the second steel structure column (2).

6. A frost heave resistant channel according to claim 1, wherein: The pouring pipe (23) is fixedly connected with the upper surface of the support plate (22), the pouring pipe (23) is provided with a feeding port (24) in the inside, and the lower end of the feeding port (24) is communicated with the inside of the second steel structure column (2).

7. The anti-frost heave channel of claim 1, wherein: The lower end of the second threaded rod (25) is fixedly connected with the upper surface of the support plate (22).

8. A frost heave resistant channel according to claim 3, wherein: The upper end of the first threaded rod (14), the second threaded rod (25) and the support anchor rod (27) is threadedly connected with a nut.

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