CN220035093U - Modularized road panel and modularized road - Google Patents

Abstract

The utility model relates to the technical field of road construction, in particular to a modularized road panel and a modularized road. The modular roadway panel, which may also be referred to as a modular roadway panel, comprises: a carrier plate and a bridge; the bearing plate is provided with a lap joint hole; the bridging piece is arranged on the side of the bearing plate, is connected with the bearing plate in a rotating way and is configured to extend into a bridging hole on the other modularized road panel. The modularized road comprises: the modular road panels are spliced with each other. According to the utility model, the supporting is realized through the bearing plate, so that the transportation means can conveniently pass on the bearing plate, the lap joint part is arranged at the side of the bearing plate, and the lap joint part is rotationally connected with the bearing plate, so that the road surface leveling requirement laid by the modularized road panel is reduced, and the compact construction time is favorably met, so that the operation requirement of the transportation means, such as quick rush-building or rush-repair, is met.

Description

Modularized road panel and modularized road

Technical Field

The utility model relates to the technical field of road construction, in particular to a modularized road panel and a modularized road.

Background

In the modern China, the construction of the road is rapid, the concrete cast-in-situ is taken as the leading material for the construction of the ordinary road, runway and expressway for coping with some emergency conditions, but for the emergency and emergency time, if the cast-in-situ concrete pavement structure is adopted to achieve the hardening of the road and meet the traffic requirement in the road, a longer time is needed, and after the cast-in-situ concrete pavement structure is cast, the maintenance of moisture is needed, the maintenance time is relatively longer, and the use time is prolonged, so that the engineering progress is influenced. Thus, concrete cast-in-place often cannot cope with such compact construction times as to meet the operational requirements of the vehicle, such as fast rush-construction or rush-repair.

Disclosure of Invention

The embodiment of the utility model provides a modularized road panel and a modularized road, which are used for solving the problem that concrete cast-in-situ cannot always cope with the compact construction time so as to meet the running requirement of a vehicle, such as quick rush-construction or rush-repair. A second object of the present utility model is to provide a modular roadway comprising the modular roadway panel described above.

In order to achieve the above purpose, the present utility model provides the following technical solutions:

the embodiment of the utility model provides a modularized road panel, which comprises the following components: a carrier plate and a bridge; the bearing plate is provided with a lap joint hole; the lap joint piece is arranged on the side of the bearing plate, the lap joint piece is rotationally connected with the bearing plate, and the lap joint piece is configured to extend into the lap joint hole on the other modularized road panel.

Optionally, the landing member includes a mounting shaft and a hook plate, the hook plate being mounted on the mounting shaft, the mounting shaft being mounted on the carrier plate.

Optionally, the bearing plate has opposite compression surfaces and a supporting surface; the pressure surface is provided with a plurality of anti-slip convex ribs protruding towards the pressure surface.

Optionally, the plurality of anti-skid ribs are arranged radially.

Optionally, the support surface is provided with a main annular ring protruding towards the support surface.

Optionally, a plurality of reinforcing ribs protruding towards the supporting surface are arranged on the supporting surface; the reinforcing ribs are connected with the main annular ring, and a plurality of reinforcing ribs are radially distributed at intervals along the circumference of the main annular ring.

Optionally, the side of the supporting surface is provided with side ribs protruding towards the supporting surface.

Optionally, the bearing plate is further provided with a ventilation through hole penetrating through the compression surface and the supporting surface.

Optionally, the bearing plate is square or regular hexagon; the number of the lap joint pieces is a plurality, and the lap joint pieces are distributed at intervals along the circumferential direction of the bearing plate.

Compared with the prior art, the modularized road panel provided by the embodiment of the utility model has the following technical effects:

according to the modularized road panel provided by the embodiment of the utility model, the supporting is realized through the bearing plate, the transportation of vehicles is conveniently realized, the lap joint piece is arranged on the side of the bearing plate, and the lap joint piece is rotationally connected with the bearing plate, so that the splicing between different modularized road panels is convenient, the road surface leveling requirements laid by the modularized road panels are reduced, and when the adjacent modularized road panels are spliced, a certain height difference can be formed between the adjacent modularized road panels, thereby being beneficial to coping with compact construction time and meeting the operation requirements of the transportation, such as quick rush-building or rush-repair.

In order to achieve the second object, the utility model also provides a modularized road, which comprises any modularized road panel, wherein a plurality of modularized road panels are spliced; because the modular road panel has the technical effects, the modular road with the modular road panel should have the corresponding technical effects.

Drawings

The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the utility model and do not constitute a limitation on the utility model. In the drawings:

FIG. 1 is a schematic view of a modular roadway panel according to an embodiment of the present utility model in a construction state;

FIG. 2 is an enlarged schematic view of a portion of FIG. 1 at A;

FIG. 3 is a schematic view of a modular roadway panel according to an embodiment of the present utility model in a construction configuration at another perspective;

FIG. 4 is a schematic view of a modular roadway panel according to an embodiment of the present utility model in a construction configuration from another perspective;

FIG. 5 is a schematic view of a modular roadway panel according to an embodiment of the present utility model in a shipping configuration;

FIG. 6 is a schematic view of a modular roadway panel according to an embodiment of the present utility model in a shipping configuration from another perspective;

FIG. 7 is a schematic view of a modular roadway panel according to an embodiment of the present utility model in a shipping configuration from another perspective;

fig. 8 is a schematic structural diagram of a plurality of modular road panels according to an embodiment of the utility model.

The figures are marked as follows:

100. a modular aisle panel; 101. a carrying plate; 102. a bridge; 103. a lap joint hole; 104. a mounting shaft; 105. a hook plate; 106. a main body portion; 107. a bending portion; 108. a concave notch; 109. a compression surface; 110. a support surface; 111. a main annular ring; 112. an auxiliary annular ring; 113. reinforcing ribs; 114. side ribs; 115. avoiding the notch; 116. a ventilation through hole; 117. anti-slip ribs.

Detailed Description

In order to make the technical solutions and advantages of the embodiments of the present utility model more apparent, the following detailed description of exemplary embodiments of the present utility model is provided in conjunction with the accompanying drawings, and it is apparent that the described embodiments are only some embodiments of the present utility model and not exhaustive of all embodiments. It should be noted that, without conflict, the embodiments of the present utility model and features of the embodiments may be combined with each other.

Referring to fig. 1-4, the present utility model provides, in one or more embodiments, a modular roadway panel 100, which modular roadway panel 100 may also be referred to as a modular roadway panel, comprising: a carrier plate 101 and a bridge 102; the bearing plate 101 is provided with a lap joint hole 103; the bridging member 102 is disposed at an edge side of the carrier plate 101, the bridging member 102 is rotatably connected to the carrier plate 101, and the bridging member 102 is configured to extend into a bridging hole 103 on another modular pavement slab 100, so as to achieve splicing between two modular pavement slabs 100, and the carrier plate 101 is paved on a preset pavement.

According to the modularized road panel 100 provided by at least one embodiment of the utility model, the bearing plate 101 is used for realizing the support, so that the transportation means can pass through the bearing plate 101 conveniently, the lap joint piece 102 is arranged on the side of the bearing plate 101, and the lap joint piece 102 is rotationally connected with the bearing plate 101, so that the splicing between different modularized road panels 100 is facilitated, the road surface leveling requirements laid by the modularized road panels 100 are reduced, and when the adjacent modularized road panels 100 are spliced, a certain height difference can be formed between the adjacent modularized road panels 100, thereby being beneficial to coping with compact construction time so as to meet the operation requirements of the transportation means, such as quick rush-building or rush-repair.

Referring to fig. 1 and 2, in some embodiments, the landing member 102 includes a mounting shaft 104 and a hook plate 105, the hook plate 105 being mounted on the mounting shaft 104, the mounting shaft 104 being mounted on the carrier plate 101. In one embodiment, the mounting shaft 104 is fixed to the carrier plate 101, the hook plate 105 has a shaft hole, the mounting shaft 104 passes through the shaft hole, and the hook plate 105 can rotate relative to the mounting shaft 104, so that the rotational connection between the bridge 102 and the carrier plate 101 is achieved. In another embodiment, the mounting shaft 104 is fixedly connected to the hook plate 105, and the mounting shaft 104 is rotatably mounted to the carrier plate 101, such that a rotational connection between the bridge 102 and the carrier plate 101 is achieved. In yet another embodiment, the mounting shaft 104 is rotatably mounted to the carrier plate 101, the hook plate 105 has an axial bore through which the mounting shaft 104 passes, and the hook plate 105 is rotatable relative to the mounting shaft 104, such that a rotational connection between the bridge 102 and the carrier plate 101 is also achieved.

In some embodiments, the hook plate 105 includes a body portion 106 and a bend portion, with the bend portion 107 forming a hook-like form with the body portion 106 to facilitate insertion of the bend portion 107 of the hook plate 105 into the overlap aperture 103 to facilitate splicing between the two modular roadway panels 100. The curved portion 107 is connected to one side of the body 106, and the opposite side of the body 106 is connected to a mounting shaft 104. The bridge 102 has sufficient strength for quick assembly and disassembly, and the hook plate 105 can be formed by stamping and is low in cost.

Referring to fig. 5, in some embodiments, the side edge of the carrier plate 101 has a concave notch 108, and the mounting shaft 104 is mounted in the concave notch 108, so as to facilitate the splicing between two modular pavement surfaces and reduce the splice.

Referring to fig. 1 and 4, in some embodiments, the carrier plate 101 has opposing compression surfaces 109 and support surfaces 110; the pressure receiving surface 109 is provided with a plurality of anti-slip ribs 117 protruding toward the pressure receiving surface 109. The pressure receiving surface 109 is used to support a vehicle, person or object. While the support surface 110 is oriented toward the pre-paved surface.

In one embodiment, the landing hole 103 is in the form of a through hole, i.e., the landing hole 103 extends through the compression surface 109 and the support surface 110. The plurality of anti-slip ribs 117 are radially provided, which facilitates improvement of anti-slip ability.

Referring to fig. 5, in some embodiments, the support surface 110 is provided with a main annular ring 111 protruding toward the support surface 110. The main annular ring 111 is beneficial to realizing the fixation of the soil, namely improving the anti-skid capability of the bearing plate 101 on the road surface.

Referring to fig. 5, in one embodiment, a secondary annular ring 112 is also provided inside the primary annular ring 111, which further improves soil holding capacity. It should be noted that the secondary annular ring 112 may be replaced by a columnar structure protruding from the supporting surface 110.

Referring to fig. 5 and 6, in some embodiments, the support surface 110 is provided with a plurality of reinforcing ribs 113 protruding toward the support surface 110; the reinforcing ribs 113 are connected to the main annular ring 111, and the plurality of reinforcing ribs 113 are radially spaced apart along the circumferential direction of the main annular ring 111. This further improves the slip resistance by the reinforcing ribs 113. In one embodiment, one end of the stiffener 113 is further connected to the secondary annular ring 112, and the stiffener 113, the primary annular ring 111, and the secondary annular ring 112 are integrally formed, which is advantageous for improving structural stability of the modular roadway panel 100.

Referring to fig. 5 and 6, in some embodiments, the side of the supporting surface 110 is provided with a side rib 114 protruding toward the supporting surface 110, the side rib 114 is connected to the other end opposite to the reinforcing rib 113, and the reinforcing rib 113 and the side rib 114 are integrally formed, which further contributes to improving the structural stability of the modular roadway panel 100.

As shown in fig. 5 and 7, in some embodiments, the overlapping hole 103 is near one side of the carrier plate 101, and the side rib 114 on the side is provided with a relief notch 115, so that the hook plate 105 on the other modular roadway panel 100 extends into the overlapping hole 103.

In some embodiments, the bearing plate 101 is further provided with ventilation holes 116 penetrating the compression surface 109 and the support surface 110, so as to facilitate water and air permeation.

In some embodiments, the carrier plate 101 is square or regular hexagonal; the number of the landing members 102 is plural, and the plural landing members 102 are spaced apart in the circumferential direction of the carrier plate 101. Referring to fig. 1 to 7, in one embodiment, the carrier plate 101 has a regular hexagon shape, the number of the tabs 102 is 3, and one of any adjacent two sides of the carrier plate 101 is provided with the tabs 102, the other side is not provided with the tabs 102, and the tab hole 103 is adjacent to the side where the tabs 102 are not provided. Thus being beneficial to splicing a plurality of modularized panels; the breather holes are close to the side where the lap joint piece 102 is arranged, so that the lap joint piece 102 is bound conveniently, damage to the lap joint piece 102 in the transportation process is avoided, the hook plate 105 is turned towards the supporting surface 110 during binding, binding is realized by passing through the breather holes by adopting a binding belt, and personnel transportation and personnel safety protection are facilitated. The modular pavement slab 100 which is in a regular hexagon shape and can be quickly disassembled and assembled can be directly paved on the surface of bedrock, the surface soil surface and the initial rammed soil surface, and the structure of the modular pavement slab can be mutually hooked into an integrated road for temporary running of heavy trucks or other carriers. In designing the modular roadway panel 100, the weight may be designed to be a single-person movable weight, so that the disassembly process can be performed by a single person, for example, the weight is designed to be 50kg to 60kg.

In at least one embodiment of the present utility model, the modular roadway panel 100 is used in the following manner: after setting the pre-paving surface, tamping by using a road roller or other surface rock-soil construction machinery, pressing the pressed surface 109 of one modularized road panel 100 upwards, enabling the supporting surface 110 to face the ground, simultaneously turning the hook plate 105 to be in the assembling position, overlapping the overlapping holes 103 of the other modularized road panel 100, and overlapping the hook plates 105 in the assembling position with each other, wherein the hook plate 105 can be inserted into the overlapping holes 103 by using a crow bar to enable the hook plate 105 to extend into the overlapping holes 103, then placing the third modularized road panel 100 at the included angle of the two modularized road panels 100, and engaging in the same way, thereby realizing the modularized design of the road and rapidly completing the pavement of the road. When the modularized road surface is used, the main annular ring 111 is gradually pressed down under the condition of upper load, but the main annular ring 111 enables rock and soil (mainly soil) not to be crushed by pressure so as to ensure that the specific pressure of the ground is not dispersed, the supporting surface 110 is divided into a plurality of areas by the plurality of reinforcing ribs 113, bedrock is hooped, and the use safety is ensured. After the temporary use requirement of the modularized road surface is finished, constructors align the hook plates 105 hooked with each other by using chisels, so that the disassembly and assembly are facilitated.

Referring to fig. 8, in at least one embodiment of the present utility model, there is further provided a modular roadway including a plurality of modular roadway panels 100 according to any one of the above embodiments, wherein the plurality of modular roadway panels 100 are spliced. Since the modular road employs the modular road panel 100 of the above embodiment, the advantageous effects of the modular road are referred to the above embodiment.

In summary, compared with other cast-in-place concrete structures, the modularized road panel 100 and the modularized road provided by the embodiment of the utility model not only have the characteristic of modularized rapid assembly, but also have the advantages that the single modularized road panel 100 is suitable for single person transportation and installation, the installation process is simple and convenient, and the transportation process is safe and efficient; the concrete pavement device can be used on a bedrock surface, a soil surface and an initial rammed soil surface, and can be used for paving rapidly only by the foundation to meet foundation counterforce (specific pressure of grounding) required by upper load according to the load, so that the time problem that concrete is slowly cast-in-situ and needs to wait for initial setting is solved. In addition, considering the collision problem of transportation personnel, transportation carrier and module, the hook plate 105 adopts the ribbon to bind in the module when transporting, and the hook plate 105 is opened in the unbinding mode after waiting to transport in place to use after the installation is firm, adopts opposite step when withdrawing the use, furthest prevents personnel injury.

While preferred embodiments of the present utility model have been described, additional variations and modifications in those embodiments may occur to those skilled in the art once they learn of the basic inventive concepts. It is therefore intended that the following claims be interpreted as including the preferred embodiments and all such alterations and modifications as fall within the scope of the utility model.

It will be apparent to those skilled in the art that various modifications and variations can be made to the present utility model without departing from the spirit or scope of the utility model. Thus, it is intended that the present utility model also include such modifications and alterations insofar as they come within the scope of the appended claims or the equivalents thereof.

Claims (10)

1. A modular roadway panel, comprising:

the bearing plate is provided with a lap joint hole; and

and the lap joint piece is arranged on the side of the bearing plate, is rotationally connected with the bearing plate and is configured to extend into the lap joint hole on the other modularized road panel.

2. The modular gangway panel of claim 1, wherein the bridge comprises a mounting shaft and a hook plate, the hook plate being mounted on the mounting shaft and the mounting shaft being mounted on the carrier plate.

3. A modular roadway panel as claimed in claim 1 or 2, wherein the carrier plate has opposed compression and support faces; the pressure surface is provided with a plurality of anti-slip convex ribs protruding towards the pressure surface.

4. A modular roadway panel as claimed in claim 3, wherein a plurality of said cleats are radially disposed.

5. A modular roadway panel as claimed in claim 3, wherein the support surface is provided with a primary annular ring projecting towards the support surface.

6. The modular roadway panel of claim 5, wherein the support surface has a plurality of ribs thereon projecting toward the support surface; the reinforcing ribs are connected with the main annular ring, and a plurality of reinforcing ribs are radially distributed at intervals along the circumference of the main annular ring.

7. The modular roadway panel of claim 6, wherein the side of the support surface is provided with side ribs protruding toward the support surface.

8. A modular roadway panel as claimed in claim 3, wherein the carrier plate is further provided with ventilation through holes extending through the pressure bearing surface and the support surface.

9. The modular roadway panel of claim 1 or 2, wherein the load bearing plate is square or regular hexagonal; the number of the lap joint pieces is a plurality, and the lap joint pieces are distributed at intervals along the circumferential direction of the bearing plate.

10. A modular roadway comprising: a plurality of modular raceway panels according to any one of claims 1-9, a plurality of said modular raceway panels being spliced together.