Pavement base reinforcing mechanism

Abstract

The utility model relates to a pavement base reinforcing mechanism, and relates to the field of base reinforcing structures. The pavement base reinforcing mechanism comprises a soil layer and a supporting assembly, two main baffles and a plurality of partition plates are installed on the soil layer, the two main baffles are arranged at intervals in the width direction of the soil layer, the multiple partition plates are arranged at intervals in the length direction of the soil layer, and the two ends of each partition plate are connected with the two main baffles correspondingly; the number of the supporting assemblies is two, the two supporting assemblies are correspondingly connected with the two main baffles, each supporting assembly comprises a plurality of supporting assemblies, and the supporting assemblies in the same supporting assembly are arranged at intervals in the length direction of the soil layer; one end of the supporting assembly is connected with the main baffle, the other end of the supporting assembly is connected with the soil layer, and a triangular supporting area is formed among the supporting assembly, the main baffle and the soil layer. The pavement base reinforcing mechanism provided by the utility model solves the technical problem of poor roadbed stability in the prior art.

Description

Technical Field

[0001] The present application relates to the field of base reinforcement structures, and in particular, to a pavement base reinforcement mechanism. Background Art

[0002] The roadbed is the foundation of the road surface and is a geotechnical structure formed through excavation or filling. The main function of the roadbed is to provide the necessary conditions for track or road paving and train or vehicle operations. It also withstands the static and dynamic loads of the tracks and rolling stock, or the road surface and traffic, while also transmitting and distributing these loads deep into the foundation. In longitudinal section, the roadbed must maintain the required elevation of the line; in plan, the roadbed connects with bridges and tunnels to form a complete and continuous line. Factors affecting roadbed stability include natural and human factors, namely topography, climate, hydrology and hydrogeology, geological conditions, plant cover, loads, and construction.

[0003] When paving existing roadbeds, construction vehicles generally use the roadbed to transport construction materials first. Since the roadbed generally uses a crushed stone base, the crushed stone will move after being rolled by construction vehicles, causing the roadbed to become thinner, thereby affecting the stability of the base. Utility Model Content

[0004] The purpose of the embodiments of the present application is to provide a road base reinforcement mechanism to alleviate the technical problem of poor roadbed stability existing in the prior art.

[0005] In order to solve the above technical problems, the technical solution provided by the present invention is:

[0006] The pavement base reinforcement mechanism provided by the utility model includes a soil layer and a support assembly;

[0007] The soil layer is equipped with two main baffles and a plurality of partitions, the two main baffles are spaced apart along the width direction of the soil layer, the plurality of partitions are spaced apart along the length direction of the soil layer, and both ends of the partitions are respectively connected to the two main baffles;

[0008] The support assemblies are provided in two groups, and the two groups of support assemblies are respectively connected to the two main baffles, and each group of support assemblies includes a plurality of support assemblies, and the plurality of support assemblies in the same group are spaced apart along the length direction of the soil layer;

[0009] One end of the support assembly is connected to the main baffle, and the other end is connected to the soil layer, and a triangular support area is formed between the main baffle and the soil layer.

[0010] Furthermore, the support assembly is connected to a surface of the main baffle facing away from the partition.

[0011] Furthermore, one end of the support assembly is rotatably connected to the main baffle, and the other end is detachably connected to the soil layer.

[0012] Furthermore, a transfer block is installed on the outer wall of the main baffle, and the support assembly includes a support rod, one end of the support rod is rotatably connected to the transfer block, and the rotation axis extends along the length direction of the soil layer, and the other end of the support rod is detachably connected to the soil layer.

[0013] Furthermore, a shaft is installed in the adapter block, and the axis of the shaft extends along the length direction of the soil layer;

[0014] The support rod is provided with a mounting hole, and the shaft rod is inserted into the mounting hole.

[0015] Furthermore, the support rod is plugged into and fitted with the soil layer.

[0016] Furthermore, the support rod is provided with a fixing hole, and the support assembly further includes a fixing rod, and the fixing rod passes through the fixing hole and is inserted into the soil layer.

[0017] Furthermore, the support rod includes a first mounting section, an inclined support section and a second mounting section;

[0018] The inclined support section is arranged at an angle to the main baffle, and its two ends are respectively connected to the first mounting section and the second mounting section at an angle, and the first mounting section and the second mounting section are respectively located on both sides of the inclined support section;

[0019] The first mounting section is rotatably connected to the adapter block, and the second mounting section is connected to the soil layer.

[0020] Furthermore, the partition is clamped with the main baffle.

[0021] Furthermore, the inner walls of the two main baffles are each provided with a card slot, and the two side walls of the partition are each provided with a card block, and the card block is inserted into the card slot.

[0022] Based on the above technical solutions, the technical effects that can be achieved by this utility model are analyzed as follows:

[0023] The pavement base reinforcement mechanism provided by the present invention includes a soil layer and a support assembly. The soil layer is equipped with two main baffles and multiple partitions. The two main baffles are spaced apart along the width of the soil layer, and the multiple partitions are spaced apart along the length of the soil layer. The two ends of the partitions are respectively connected to the two main baffles. The support assembly is provided in two groups, each of which is correspondingly connected to the two main baffles. Each group of support assemblies includes multiple support assemblies. The multiple support assemblies in the same group are spaced apart along the length of the soil layer. One end of the support assembly is connected to the main baffle and the other end is connected to the soil layer, forming a triangular support area between the main baffle and the soil layer. The soil layer is used for laying the roadbed and supporting the main baffle. The main baffle and partition can block the gravel layer used for paving the roadbed, preventing the gravel layer from being thinned by the rolling of engineering vehicles and the stability of the hard roadbed. The support assembly can improve the stability of the main baffle, preventing the main baffle from tilting due to the compression of the gravel layer, which would cause the loss of gravel and affect the stability of the roadbed. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] In order to more clearly illustrate the technical solutions of the embodiments of the present application, the following is a brief introduction to the drawings required for use in the embodiments of the present application. It should be understood that the following drawings only show certain embodiments of the present application and therefore should not be regarded as limiting the scope. For ordinary technicians in this field, other relevant drawings can be obtained based on these drawings without creative work.

[0025] Figure 1 Schematic diagram of the structure of the road base reinforcement mechanism provided in the embodiment of the present application Figure 1 ;

[0026] Figure 2 Schematic diagram of the structure of the road base reinforcement mechanism provided in the embodiment of this application Figure 2 ;

[0027] Figure 3 Schematic diagram of the structure of the road base reinforcement mechanism provided in the embodiment of this application Figure 3 .

[0028] icon:

[0029] 100 - soil layer; 110 - main baffle; 120 - slot; 130 - partition; 140 - block;

[0030] 200-support assembly; 210-adapter block; 220-shaft rod; 230-support rod; 240-fixing hole; 250-fixing rod. DETAILED DESCRIPTION

[0031] To make the objectives, technical solutions, and advantages of the embodiments of the present application more clear, the technical solutions in the embodiments of the present application will be clearly and completely described below in conjunction with the accompanying drawings of the embodiments of the present application. Obviously, the described embodiments are only some of the embodiments of the present application, not all of the embodiments. Generally, the components of the embodiments of the present application described and shown in the drawings herein can be arranged and designed in various different configurations.

[0032] In the description of this application, it should be noted that the terms "inner" and "outer" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, or the orientations or positional relationships in which the product of this application is typically placed when in use. These terms are intended solely to facilitate the description of this application and simplify the description, and are not intended to indicate or imply that the device or element referred to must have a specific orientation, be constructed, or operate in a specific orientation. Therefore, they should not be construed as limitations on this application. Furthermore, the terms "first" and "second" and the like are used solely for distinction and should not be construed as indicating or implying relative importance.

[0033] It should also be noted that, in the description of this application, unless otherwise expressly specified or limited, the terms "disposed" and "connected" should be understood in a broad sense. For example, they can refer to fixed connections, detachable connections, or integral connections; they can refer to direct connections, indirect connections through an intermediate medium, or internal connections between two components. Those skilled in the art will understand the specific meanings of the above terms in this application based on the specific circumstances.

[0034] When paving existing roadbeds, construction vehicles generally use the roadbed to transport construction materials first. Since the roadbed generally uses a crushed stone base, the crushed stone will move after being rolled by construction vehicles, causing the roadbed to become thinner and affecting the stability of the base.

[0035] In view of this, see Figures 1 to 3 The pavement base reinforcement mechanism provided by the embodiment of the present invention includes a soil layer 100 and a support assembly 200; the soil layer 100 is equipped with two main baffles 110 and a plurality of partitions 130, the two main baffles 110 are arranged at intervals along the width direction of the soil layer 100, and the plurality of partitions 130 are arranged at intervals along the length direction of the soil layer 100, and the two ends of the partitions 130 are respectively connected to the two main baffles 110; the support assembly 200 is provided with two groups, and the two groups of support assemblies 200 are respectively connected to the two main baffles 110, and each group of support assemblies 200 includes a plurality of support assemblies 200, and the plurality of support assemblies 200 in the same group are arranged at intervals along the length direction of the soil layer 100; one end of the support assembly 200 is connected to the main baffle 110, and the other end is connected to the soil layer 100, and a triangular support area is formed between the main baffle 110 and the soil layer 100.

[0036] Specifically, the two main baffles 110 are arranged in parallel and spaced apart, and the partition 130 is arranged perpendicular to the two main baffles 110; a triangular support area is formed between the support assembly 200, the main baffle 110 and the soil layer 100. Because the triangle has strong stability, the supporting effect of the support assembly 200 on the main baffle 110 is strengthened, further preventing the main baffle 110 from tilting due to the squeezing of the gravel layer, causing the loss of gravel to affect the stability of the roadbed.

[0037] The soil layer 100 is used for paving the roadbed and supports the main baffle 110. The main baffle 110 and the partition 130 block the gravel layer used for paving the roadbed, preventing the gravel layer from being thinned by rolling vehicles and improving the stability of the hard roadbed. The support assembly 200 improves the stability of the main baffle 110, preventing it from tilting due to the compression of the gravel layer, which could cause gravel loss and affect the stability of the roadbed.

[0038] The shape and structure of the pavement base reinforcement mechanism are described in detail below:

[0039] In an optional solution of the embodiment of the present invention, the support assembly 200 is connected to the surface of the main baffle 110 facing away from the partition 130 .

[0040] Specifically, see Figure 1 The two groups of support assemblies 200 are respectively connected to the outer walls of the two main baffles 110, and the multiple support assemblies 200 in each group of support assemblies 200 are evenly spaced.

[0041] The support assembly 200 is connected to the outer wall of the main baffle 110 to prevent the support assembly 200 from affecting the installation of the partition 130, and the partition 130 and the support assembly 200 are used to support the inner and outer sides of the main baffle 110 to improve the stability of the main baffle 110.

[0042] In an optional solution of the embodiment of the present utility model, one end of the support assembly 200 is rotatably connected to the main baffle 110, and the other end is detachably connected to the soil layer 100.

[0043] Specifically, when installing the support assembly 200 , one end of the support assembly 200 is connected to the main baffle 110 , and then the other end of the support assembly 200 is connected to the soil layer 100 .

[0044] The support assembly 200 is detachably connected to the soil layer 100 , which facilitates installation or removal of the main baffle 110 and the support assembly 200 on the soil layer 100 .

[0045] In an optional solution of an embodiment of the present utility model, an adapter block 210 is installed on the outer wall of the main baffle 110, and the support assembly 200 includes a support rod 230, one end of the support rod 230 is rotatably connected to the adapter block 210, and the rotation axis extends along the length direction of the soil layer 100, and the other end of the support rod 230 is detachably connected to the soil layer 100.

[0046] Specifically, the adapter block 210 is fixedly connected to the outer wall of the main baffle 110 , for example, by welding or bonding.

[0047] The support rod 230 is rotatably connected to the adapter block 210 to realize the rotatable connection between the support assembly 200 and the main baffle 110; the support rod 230 is detachably connected to the soil layer 100 to realize the detachable connection between the support assembly 200 and the soil layer 100.

[0048] In an optional solution of the embodiment of the present invention, a shaft rod 220 is installed in the adapter block 210, and the axis of the shaft rod 220 extends along the length direction of the soil layer 100; the support rod 230 is provided with a mounting hole, and the shaft rod 220 is inserted into the mounting hole.

[0049] Specifically, the shaft rod 220 is inserted into the mounting hole to achieve a rotational connection between the adapter block 210 and the support rod 230 .

[0050] In an optional solution of the embodiment of the present invention, the support rod 230 is plugged into and matched with the soil layer 100.

[0051] The support rod 230 is plugged into the soil layer 100 to achieve a detachable connection between the support rod 230 and the soil layer 100.

[0052] In an optional solution of the embodiment of the present invention, the support rod 230 is provided with a fixing hole 240 , and the support assembly 200 further includes a fixing rod 250 , which passes through the fixing hole 240 and is inserted into the soil layer 100 .

[0053] The fixing rod 250 is inserted into the soil layer 100 through the fixing hole 240 to achieve plug-in cooperation between the support rod 230 and the soil layer 100 .

[0054] In an optional scheme of an embodiment of the present utility model, the support rod 230 includes a first mounting section, an inclined support section and a second mounting section; the inclined support section is set at an angle to the main baffle 110, and the two ends are respectively connected to the first mounting section and the second mounting section at an angle, and the first mounting section and the second mounting section are respectively located on both sides of the inclined support section; the first mounting section is rotatably connected to the adapter block 210, and the second mounting section is connected to the soil layer 100.

[0055] Specifically, the first mounting section, the inclined support section, and the second mounting section are integrally formed; the inclined support section is arranged at an angle to the main baffle 110. The first mounting section has a mounting hole, into which a shaft rod 220 is inserted; the second mounting section has a fixing hole 240, through which a fixing rod 250 is inserted into the soil layer 100. The lower surface of the second mounting section is in contact with the upper surface of the soil layer 100.

[0056] The support rod 230 includes a first mounting section, an inclined support section and a second mounting section, so that one end of the support assembly 200 is connected to the main baffle 110 and the other end is connected to the soil layer 100, and a triangular support area is formed between the main baffle 110 and the soil layer 100.

[0057] In an optional solution of the embodiment of the present invention, the partition 130 is snap-connected with the main baffle 110 .

[0058] Specifically, the inner walls of the two main baffles 110 are each provided with a slot 120, and both side walls of the partition 130 are provided with a block 140, which is inserted into the slot 120. Furthermore, each main baffle 110 is provided with a plurality of slots 120, and the plurality of slots 120 are evenly spaced along the length direction of the main baffle 110.

[0059] The card slot 120 is used to cooperate with the card block 140 to achieve a stable connection between the partition plate 130 and the main baffle 110.

[0060] The following is a detailed explanation of the working principle of the pavement base reinforcement mechanism:

[0061] The main baffle 110 and the partition 130 can block the gravel layer used for paving the roadbed, preventing the gravel layer from being thinned by construction vehicles and affecting the stability of the roadbed. The support assembly 200 can improve the stability of the main baffle 110 and prevent it from tilting due to the compression of the gravel layer, which would cause the loss of gravel and affect the stability of the roadbed. The fixed rod 250 is inserted into the soil layer 100 through the fixing hole 240, so that the support rod 230 is fixed and supports the main baffle 110.

[0062] It should be noted that, unless there is any conflict, the features in the embodiments of this application can be combined with each other.

[0063] The above description is merely a preferred embodiment of the present application and is not intended to limit the present application. Various modifications and variations are possible for those skilled in the art. Any modifications, equivalent substitutions, or improvements 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 road base reinforcement mechanism, characterized in that: include: A soil layer (100) and a support assembly (200); The soil layer (100) is equipped with two main baffles (110) and a plurality of partitions (130), wherein the two main baffles (110) are spaced apart along the width direction of the soil layer (100), and the plurality of partitions (130) are spaced apart along the length direction of the soil layer (100), and both ends of the partitions (130) are respectively connected to the two main baffles (110); Two groups of the support assemblies (200) are provided, and the two groups of the support assemblies (200) are respectively connected to the two main baffles (110), and each group of the support assemblies (200) includes a plurality of the support assemblies (200), and the plurality of the support assemblies (200) in the same group are arranged at intervals along the length direction of the soil layer (100); One end of the support assembly (200) is connected to the main baffle (110), and the other end is connected to the soil layer (100), and a triangular support area is formed between the main baffle (110) and the soil layer (100).

2. The pavement base reinforcement mechanism according to claim 1, characterized in that: The support assembly (200) is connected to a surface of the main baffle (110) facing away from the partition (130).

3. The road base reinforcement mechanism according to claim 2, characterized in that: One end of the support assembly (200) is rotatably connected to the main baffle (110), and the other end is detachably connected to the soil layer (100).

4. The road base reinforcement mechanism according to claim 3, characterized in that: An adapter block (210) is installed on the outer wall of the main baffle (110), and the support assembly (200) includes a support rod (230), one end of the support rod (230) is rotatably connected to the adapter block (210), and the rotation axis extends along the length direction of the soil layer (100), and the other end of the support rod (230) is detachably connected to the soil layer (100).

5. The road base reinforcement mechanism according to claim 4, characterized in that: A shaft (220) is installed in the adapter block (210), and the axis of the shaft (220) extends along the length direction of the soil layer (100); The support rod (230) is provided with a mounting hole, and the shaft rod (220) is inserted into the mounting hole.

6. The road base reinforcement mechanism according to claim 4, characterized in that: The support rod (230) is plug-fitted into the soil layer (100).

7. The road base reinforcement mechanism according to claim 6, characterized in that: The support rod (230) is provided with a fixing hole (240), and the support assembly (200) further comprises a fixing rod (250), wherein the fixing rod (250) passes through the fixing hole (240) and is inserted into the soil layer (100).

8. The road base reinforcement mechanism according to claim 4, characterized in that: The support rod (230) comprises a first installation section, an inclined support section, and a second installation section; The inclined support section is arranged at an angle to the main baffle (110), and both ends are connected to the first mounting section and the second mounting section at an angle, respectively. The first mounting section and the second mounting section are located on both sides of the inclined support section. The first mounting section is rotatably connected to the adapter block (210), and the second mounting section is connected to the soil layer (100).

9. The road base reinforcement mechanism according to claim 1, characterized in that: The partition plate (130) is clamped with the main baffle plate (110).

10. The road base reinforcement mechanism according to claim 9, characterized in that: The inner walls of the two main baffles (110) are each provided with a card slot (120), and the two side walls of the partition (130) are each provided with a card block (140), and the card block (140) is inserted into the card slot (120).

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