Main canal slope reinforcing structure

Abstract

The utility model relates to the technical field of slope protection, and discloses a trunk canal slope reinforcing structure which comprises channels, first baffles are arranged on the upper portions of the two inner side walls of the channels, second baffles are arranged in the centers of the two inner side walls of the channels, and concrete reinforcing pieces are arranged on the upper portions of the centers of the two inner side walls of the channels. The concrete reinforcing part comprises a plurality of center parts which are arranged in a rectangular staggered mode, a plurality of top edge parts are transversely arranged on the lower end faces of first baffles located at the upper ends of the center parts, and a plurality of bottom edge parts are transversely arranged on the upper end faces of second baffles located at the lower ends of the center parts. A plurality of side pieces are arranged on the two sides of each center piece in an up-and-down mode. According to the utility model, the connectivity between the concrete reinforcing members is better, a certain gap is formed between the concrete reinforcing members, and the rubber pads between the gaps have certain compressibility when facing thermal expansion and cold contraction, so that more stable connectivity can be provided.

Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of side slope protection, especially relates to a dry canal side slope reinforcing structure. BACKGROUND

[0002] Dry canal is the main water channel, and the dry canal side slope is the slope on both sides of the dry canal. Common reinforcing measures include various materials and methods such as dry masonry, mortar masonry, prefabricated or cast-in-place concrete slab, sprayed concrete, and net-sprayed concrete.

[0003] There are still some problems in the use of the existing dry canal side slope reinforcing structure. The current prefabricated side slope reinforcing structure uses hexagonal concrete blocks for reinforcement. However, the connection between the hexagonal concrete blocks is not strong, and when used outdoors, the relative displacement between the concrete blocks may occur due to thermal expansion and contraction, especially in the case of insufficient connection strength, which may cause loosening. Therefore, the technical personnel in the field provide a dry canal side slope reinforcing structure to solve the problems in the background technology. SUMMARY

[0004] The utility model discloses a dry canal side slope reinforcing structure to solve the problems in the prior art. The connection between the concrete reinforcing members is good, and there is a certain gap. The rubber pads between the gaps have certain compressibility when facing thermal expansion and contraction, which can provide more stable connection.

[0005] To achieve the above-mentioned purpose, the utility model provides the following technical scheme: a dry canal side slope reinforcing structure, comprising a channel, the two inner side walls of the channel are provided with first baffles at the upper part, the two inner side walls of the channel are provided with second baffles at the center, and the two inner side walls of the channel are provided with concrete reinforcing members at the upper part of the center.

[0006] The concrete reinforcing member comprises a plurality of center pieces, a plurality of top edge pieces are arranged horizontally on the lower end surface of the first baffle above the plurality of center pieces, a plurality of bottom edge pieces are arranged horizontally on the upper end surface of the second baffle below the plurality of center pieces, and a plurality of side edge pieces are arranged above and below on both sides of the plurality of center pieces.

[0007] The center piece comprises a hexagonal base, first protrusions are fixedly connected to the three central parts of the upper part of the hexagonal base, and first grooves are formed in the three central parts of the lower part of the hexagonal base.

[0008] The bottom edge piece comprises a first trapezoidal base, and second protrusions are fixedly connected to the central parts of the two inclined edges and the short edge of the first trapezoidal base.

[0009] The top edge piece comprises a second trapezoidal base, and second grooves are formed in the centers of the two sloping sides and the short side of the second trapezoidal base;

[0010] The side edge piece comprises a fifth edge base, and a third protrusion and a third groove are respectively formed in the centers of the two sloping sides of the fifth edge base;

[0011] Through the above technical solution, the precise cooperation of the protrusions and the grooves realizes the efficient connection between the concrete reinforcing members, effectively prevents the relative displacement of the reinforcing members under stress or external force, not only enhances the connection strength between the members, but also significantly improves the overall stability and anti-sliding capacity of the entire dry canal slope reinforcing structure, and ensures that it can remain stable in various complex environments.

[0012] Further, a clamping groove is formed in the center of the end face of each of the first, second and third protrusions, a rubber pad is arranged on one side of each of the clamping grooves, a rubber clamping block is fixedly connected to the center of the inner side wall of each of the rubber pads, and each of the rubber clamping blocks is arranged in the corresponding clamping groove.

[0013] Through the above technical solution, the rubber clamping blocks are conveniently clamped in the clamping grooves to install the rubber pads.

[0014] Further, each of the rubber pads is fixedly connected to the corresponding rubber clamping block.

[0015] Through the above technical solution, the integrated design improves the connectivity between the rubber pads and the rubber clamping blocks.

[0016] Further, each of the clamping grooves is a T-shaped groove, and each of the rubber clamping blocks is a T-shaped block.

[0017] Through the above technical solution, the rubber clamping blocks are conveniently inserted into the clamping grooves to limit the rubber pads.

[0018] Further, the material of each of the rubber pads and the rubber clamping blocks is EPDM (Ethylene Propylene Diene Monomer).

[0019] Through the above technical solution, EPDM has excellent weather resistance and can resist ultraviolet rays, ozone and oxidation, and can be used in the wild for a long time.

[0020] The utility model has the following beneficial effects:

[0021] 1. The dry canal slope reinforcing structure in the utility model, when using, the precise cooperation of the convex block and the groove realizes the efficient connection between the concrete reinforcing pieces, effectively prevents the relative displacement of the reinforcing pieces under stress or external force, not only enhances the connection strength between the components, but also significantly improves the overall stability and anti-skid ability of the whole dry canal slope reinforcing structure, ensures that it can maintain stability in various complex environments.

[0022] 2. In the utility model, when facing the concrete thermal expansion and cold contraction phenomenon caused by temperature change, the multiple rubber pads and rubber clamping blocks provide effective elastic buffer, not only can adapt to the expansion and contraction of concrete, but also can absorb and release stress through its own deformation when subjected to pressure or tension, prevent cracks or damage caused by stress concentration.

[0023] 3. In the utility model, the reinforcing structure adopts modular design concept, the center piece, the bottom edge piece, the top edge piece and the side edge piece are connected through the rubber pad, realizing detachable connection, not only facilitates the rapid assembly and disassembly in the construction process, but also greatly simplifies the later maintenance and replacement work, when a component is damaged or needs to be replaced, it can be individually disassembled and replaced. BRIEF DESCRIPTION OF DRAWINGS

[0024] Figure 1 A perspective view of a dry canal slope reinforcing structure is proposed for the utility model;

[0025] Figure 2 A top view of a dry canal slope reinforcing structure concrete reinforcing piece is proposed for the utility model;

[0026] Figure 3 A partial top view of a dry canal slope reinforcing structure concrete processing piece is proposed for the utility model;

[0027] Figure 4 A perspective split view of a dry canal slope reinforcing structure center piece is proposed for the utility model.

[0028] LEGEND:

[0029] 1, channel; 2, concrete reinforcing piece; 201, center piece; 2011, hexagonal base; 2012, first convex block; 2013, first recess; 202, bottom edge piece; 2021, first trapezoidal base; 2022, second convex block; 203, top edge piece; 2031, second trapezoidal base; 2032, second recess; 204, side edge piece; 2041, fifth edge base; 2042, third convex block; 2043, third recess; 205, rubber pad; 206, clamping groove; 207, rubber clamping block; 3, first baffle; 4, second baffle. DETAILED DESCRIPTION

[0030] Clearly and completely describe the technical scheme in the embodiments of the utility model with reference to the drawings in the embodiments of the utility model, obviously, the described embodiments only are a part of embodiments of the utility model, and not all embodiments. Based on the embodiments in the utility model, all other embodiments obtained by the ordinary skill in the art without making creative labor belong to the range of protection of the utility model.

[0031] With reference to Figures 1-4 The utility model provides an embodiment: a dry canal side slope reinforcing structure, including channel 1, two inner side walls of channel 1 are equipped with first baffle 3 on upper place, two inner side walls of channel 1 are equipped with second baffle 4 at center, and two inner side walls of channel 1 are equipped with concrete reinforcing part 2 on upper place at center.

[0032] Concrete reinforcing part 2 includes multiple center parts 201, multiple center parts 201 are arranged in rectangular staggered arrangement, multiple top edge parts 203 are arranged on the lower end surface of first baffle 3 on the upper end of multiple center parts 201 in horizontal direction, multiple bottom edge parts 202 are arranged on the upper end surface of second baffle 4 on the lower end of multiple center parts 201 in horizontal direction, and multiple side edge parts 204 are arranged on both sides of multiple center parts 201 in up-down direction.

[0033] Center part 201 includes hexagonal base 2011, and first lug 2012 is fixedly connected to the center of three edges on the upper place of hexagonal base 2011, and first recess 2013 is formed in the center of three edges on the lower place of hexagonal base 2011.

[0034] Bottom edge part 202 includes first trapezoidal base 2021, and second lug 2022 is fixedly connected to the center of two oblique edges and short edge of first trapezoidal base 2021.

[0035] Top edge part 203 includes second trapezoidal base 2031, and second recess 2032 is formed in the center of two oblique edges and short edge of second trapezoidal base 2031.

[0036] Side edge part 204 includes fifth edge base 2041, third lug 2042 and third recess 2043 are formed in the center of two oblique edges of fifth edge base 2041 respectively, the precise cooperation of lug and recess realizes the efficient connection between concrete reinforcing parts 2, effectively prevents the relative displacement of reinforcing part under stress or external force, not only enhances the connection strength between components, but also significantly improves the overall stability and anti-sliding capacity of the whole dry canal side slope reinforcing structure, ensures that it can maintain stable in various complex environments.

[0037] A plurality of first protrusions 2012 end face center, a plurality of second protrusions 2022 end face center and a plurality of third protrusions 2042 end face center are provided with a clamping groove 206, one side of the plurality of clamping grooves 206 is provided with a plurality of rubber pads 205, the inner side wall center of the plurality of rubber pads 205 is fixedly connected with a rubber clamping block 207, the plurality of rubber clamping blocks 207 are arranged in the plurality of clamping grooves 206 respectively, so that the plurality of rubber clamping blocks 207 are clamped in the clamping grooves 206 to install the rubber pads 205.

[0038] The plurality of rubber pads 205 and the plurality of rubber clamping blocks 207 are fixedly connected, which improves the connectivity between the rubber pads 205 and the rubber clamping blocks 207.

[0039] The plurality of clamping grooves 206 are T-shaped grooves, and the plurality of rubber clamping blocks 207 are T-shaped blocks, which facilitates the insertion of the plurality of rubber clamping blocks 207 into the plurality of clamping grooves 206 to limit the plurality of rubber pads 205.

[0040] The material of the plurality of rubber pads 205 and the plurality of rubber clamping blocks 207 is EPDM, which has excellent weather resistance and can resist ultraviolet rays, ozone and oxidation, and can be used in the wild for a long time.

[0041] Working principle: during installation, the plurality of bottom edge members 202 are placed on the upper end face of the second baffle 4, the plurality of rubber pads 205 are inserted into the plurality of clamping grooves 206 through the plurality of rubber clamping blocks 207 on the inner side, the plurality of center members 201 are arranged alternately on the bottom edge members 202, the plurality of second protrusions 2022 are respectively located in the first recesses 2013 on the lower side, the plurality of first protrusions 2012 are respectively on the inner side of the first recesses 2013, and the arrangement is continued to the lower end of the first baffle 3, the plurality of top edge members 203 are arranged transversely on the plurality of center members 201, the plurality of first protrusions 2012 are inserted into the inner side of the second recesses 2032, the plurality of third protrusions 2042 on both sides are respectively located on the inner side of the plurality of second recesses 2032 and the plurality of first recesses 2013, and the plurality of third recesses 2043 on both sides are respectively sleeved on the outer side of the plurality of second protrusions 2022 and the plurality of first protrusions 2012.

[0042] During use, the precise cooperation of the protrusions and the recesses realizes efficient connection between the concrete reinforcing members 2, effectively prevents relative displacement of the reinforcing members under stress or external force, not only enhances the connection strength between the components, but also significantly improves the overall stability and anti-sliding ability of the entire dry canal slope reinforcing structure, ensuring stability in various complex environments.

[0043] The plurality of rubber pads 205 and the rubber blocks 207 provide effective elastic buffering when facing the thermal expansion and contraction of concrete caused by temperature changes. The rubber pads 205 not only adapt to the expansion and contraction of the concrete, but also absorb and release stress by deforming when subjected to pressure or tension, preventing cracks or damage caused by stress concentration.

[0044] The reinforcing structure adopts a modular design concept, and the center piece 201, the bottom edge piece 202, the top edge piece 203 and the side edge piece 204 are detachably connected, which not only facilitates quick assembly and disassembly during construction, but also greatly simplifies maintenance and replacement work in the later period. When a component is damaged or needs to be replaced, it can be individually disassembled and replaced without the need for large-scale repair of the entire structure. This modular design not only improves construction efficiency, but also reduces maintenance costs, prolongs the service life of the reinforcing structure, and has significant economic benefits.

[0045] Finally, it should be noted that the above-described preferred embodiments of the present application are not intended to limit the present application, and although the present application has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent replacements for some of the technical features. Any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the present application shall be included within the scope of protection of the present application.

Claims

1. A dry canal side slope reinforcing structure comprising a canal (1), characterized in that: The first baffle (3) is arranged at the upper part of the inner side wall of the channel (1), the second baffle (4) is arranged at the center of the inner side wall of the channel (1), and the concrete reinforcing part (2) is arranged at the upper part of the center of the inner side wall of the channel (1). The concrete reinforcing part (2) comprises a plurality of central parts (201), a plurality of top edge parts (203) are arranged on the lower end surface of the first baffle (3) at the upper end of the plurality of central parts (201), a plurality of bottom edge parts (202) are arranged on the upper end surface of the second baffle (4) at the lower end of the plurality of central parts (201), and a plurality of side edge parts (204) are arranged on the two sides of the plurality of central parts (201). The central part (201) comprises a hexagonal base (2011), the first protrusion (2012) is fixedly connected to the upper part of the three edges of the hexagonal base (2011), and the first recess (2013) is arranged at the lower part of the three edges of the hexagonal base (2011). The bottom edge part (202) comprises a first trapezoidal base (2021), and the second protrusion (2022) is fixedly connected to the center of the two inclined edges and the short edge of the first trapezoidal base (2021). The top edge part (203) comprises a second trapezoidal base (2031), and the second recess (2032) is arranged at the center of the two inclined edges and the short edge of the second trapezoidal base (2031). The side edge part (204) comprises a fifth edge base (2041), and the third protrusion (2042) and the third recess (2043) are arranged at the center of the two inclined edges of the fifth edge base (2041).

2. The dry canal slope reinforcing structure according to claim 1, characterized by: The end surface center of the plurality of first protrusions (2012), the end surface center of the plurality of second protrusions (2022), and the end surface center of the plurality of third protrusions (2042) are provided with a clamping groove (206), one side of the plurality of clamping grooves (206) is provided with a plurality of rubber pads (205), the inner side wall center of the plurality of rubber pads (205) is fixedly connected with a rubber clamping block (207), and the plurality of rubber clamping blocks (207) are arranged in the plurality of clamping grooves (206).

3. The dry canal slope reinforcing structure according to claim 2, characterized by: The plurality of rubber pads (205) and the plurality of rubber clamping blocks (207) are fixedly connected.

4. The dry canal slope reinforcing structure according to claim 2, characterized by: The plurality of clamping grooves (206) are T-shaped grooves, and the plurality of rubber clamping blocks (207) are T-shaped blocks.

5. The dry canal slope reinforcing structure according to claim 2, characterized by: The material of the plurality of rubber pads (205) and the plurality of rubber clamping blocks (207) is EPDM.

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