Quick-laying pavement slab

By designing the maintenance joints and repair panels of fast-paved road panels, using pin assembly and brick assembly, the rapid repair problem during local damage to the road panels is solved, the construction efficiency and fatigue resistance are improved, and construction costs are reduced.

CN116556133BActive Publication Date: 2025-07-25CHINA RAILWAY CONSTR HEAVY IND
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Patent Information

Application Number
CN202310521867.0
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2023-05-10
Publication Date
2025-07-25
Estimated Expiration
2043-05-10

AI Technical Summary

Technical Problem

The existing fast paving road panels are difficult to partially repair when permanent damage occurs, affecting the rescue operation.

Method used

A quick-laying track panel is designed, including repair joints, motherboards and repair panels, which can be quickly laid through assembly and latch. It adopts a variety of joint forms and brick assembly methods, and provides special repair joints and repair panels to quickly remove and replace damaged parts.

Benefits of technology

It improves construction efficiency, enhances fatigue resistance, and can quickly complete large-area or single-piece damaged road panel repairs, reducing construction costs.

✦ Generated by Eureka AI based on patent content.

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Abstract

The present invention discloses a fast-laying road panel, which includes a maintenance joint, a main board and a maintenance board. The maintenance joint is formed by connecting a plurality of detachable joint units. The main board includes a main panel and a half panel, and the main panel and the half panel are laid at intervals on both sides of the maintenance joint. The maintenance board is used to replace the damaged main board and includes two triangular male maintenance boards and female maintenance boards, an intermediate joint, a first assembled joint and a second assembled joint. The joint structure between the components of the fast-laying road panel provided by the present invention is simple, and the laying can be completed only by assembling and inserting pins, which greatly improves the construction efficiency. The fast-laying road panel provided by the present invention has a maintenance joint and a maintenance board specially designed for large-area damage and single-piece main board damage, which can quickly complete the demolition and replacement of the road panel and accelerate the maintenance efficiency of the road panel in case of emergencies.
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Description

Technical Field

[0001] The present invention relates to the technical field of temporary road surfaces, and in particular, to a quick-laying road panel. Background Art

[0002] Road panels are mainly used for laying on soft ground to ensure that rescue equipment and personnel can pass smoothly on the soft ground. The quick-laying road panel is characterized by simple assembly, high assembly efficiency. In special cases, 2-3 people can assemble it manually, and it has the characteristic of large load-bearing capacity. Therefore, when disasters such as tunnel collapses and water inrushes occur and emergency rescue is required, a simple and temporary rescue access road can be quickly built for equipment and personnel to enter the site.

[0003] At present, common materials for quick-laying road panels include cement concrete, steel plates, aluminum alloys and composite materials. Their load-bearing capacity is positively correlated with the size and quality of the road panel, and the current maintenance is very inconvenient, affecting rescue operations. Therefore, considering the assembly efficiency, load-bearing capacity and maintenance performance of the road panel comprehensively, it is very necessary to use aluminum alloy for the assembled road panel and design a road panel that can be quickly installed and a maintenance board that is easy to maintain. Summary of the Invention

[0004] The present invention provides a quick-laying road panel to solve the technical problem that it is difficult to perform partial repair when the existing quick-laying road panel has permanent damage.

[0005] The present invention provides a quick-laying road panel, including a maintenance joint, a main board and a maintenance board. The maintenance joint is connected by a plurality of detachable joint units. The main board includes a main panel and a half panel. The main panel and the half panel are laid at intervals on both sides of the maintenance joint. The length dimension of the main panel is greater than that of the half panel, so that the connection points in the width direction of two adjacent rows of main boards after laying are not on the same straight line;

[0006] One side of the main panel and the half panel in the length direction is a female joint, and the other side is a male joint matching the female joint. One end of the main panel and the half panel in the width direction is an upper joint, and the other end is a lower joint matching the upper joint. After the upper joint and the lower joint are buckled, a rectangular channel is formed for a pin to be inserted;

[0007] The maintenance board is used to replace the damaged main board, and includes two triangular male maintenance boards and female maintenance boards of the same shape, and an intermediate joint. The hypotenuse of the male maintenance board is the lower joint, the hypotenuse of the female maintenance board is the lower half of the upper joint, and one side of the intermediate joint is the upper half of the upper joint. After the male maintenance board, the female maintenance board and the intermediate joint are buckled, a rectangular channel is formed for a pin to be inserted;

[0008] The repair board further includes a first assembled joint. One side of the first assembled joint is the upper half of the lower joint, and the short side of the male repair board is the lower half of the lower joint. After the short side of the male repair board and one side of the first assembled joint are buckled with the upper joint of the main board, a rectangular channel is formed for the insertion of a pin.

[0009] The repair board further includes a second assembled joint. One side of the second assembled joint is the upper half of the upper joint, and the short side of the female repair board is the lower half of the upper joint. After the short side of the female repair board and one side of the second assembled joint are buckled with the lower joint of the main board, a rectangular channel is formed for the insertion of a pin.

[0010] Further, the joint unit is a hollow rectangular cuboid. One side in the length direction is the female joint, and the other side is the male joint. Two first through holes are symmetrically provided at both ends. The first through holes away from the center of the first joint unit and the last joint unit among the multiple serially connected joint units are used to fix the repair joint to the ground, and the first through holes close to the center and the two first through holes of other joint units are all used to achieve detachable connection between joint units.

[0011] Further, the repair joint further includes a connecting rod. Two second through holes are symmetrically provided at both ends of the connecting rod. The connecting rod is placed at the ends of two adjacent joint units, and two countersunk bolts respectively pass through the first through holes of the joint unit and the second through holes of the connecting rod in sequence to realize the fixed connection of two adjacent joint units.

[0012] Further, the main panel and the half panel successively include an upper skin, an intermediate layer, and a lower skin from top to bottom. The intermediate layer is provided with triangular rib plates, and the gaps of the triangular rib plates are filled with resin or fibers; or the intermediate layer is provided with vertical rib plates and honeycomb aluminum; or the intermediate layer is provided with vertical rib plates, and the gaps of the vertical rib plates are filled with resin or fibers.

[0013] Further, the female joint has a concave portion to form an inwardly concave accommodating structure, and the male joint has a convex portion to be an outwardly convex structure to be accommodated. The convex portion is snapped into the concave portion to fix the connection between the male joint and the female joint.

[0014] Further, the upper joint has two downward buckling portions and a first groove, and the lower joint has two symmetrically upward buckling portions and a second groove. When the upper joint and the lower joint are fixedly connected, the four buckling portions in two-by-two symmetry are buckled with each other, and the first groove and the second groove form a rectangular channel for the insertion of a pin.

[0015] Further, the long side of the male repair board is the male joint, and the male joint matches the female joint of the main board.

[0016] Further, the long side of the mother repair board is a female connector, and the female connector matches with the male connector of the main board.

[0017] Further, a third through hole is provided on the intermediate connector, and the third through hole is used to fixedly connect the intermediate connector to the hypotenuse of the mother repair board to form a complete upper connector.

[0018] Further, a fourth through hole is provided on the first assembled connector, and the fourth through hole is used to fixedly connect the first assembled connector to the short side of the male repair board to form a complete lower connector; a fifth through hole is provided on the second assembled connector, and the fifth through hole is used to fixedly connect the second assembled connector to the short side of the mother repair board to form a complete upper connector.

[0019] The present invention has the following beneficial effects:

[0020] The quick-laying pavement slab provided by the present invention includes a repair joint, a main panel and a half panel. The joint structure between each component is simple. Only by means of assembly and pins, the laying can be completed, greatly improving the construction efficiency. The joints are divided into four joint forms and two groups of assembly methods. Due to its high efficiency, a variety of different pavement slabs and combined joints can be designed and can be flexibly applied to various scenarios. Moreover, by adopting the "bricklaying" type of assembly method, the connection parts are staggered to enhance the overall fatigue resistance.

[0021] When laying the quick-laying pavement slab, the repair joints can be laid at a certain interval. When a large area of the main board is damaged, the relatively adjacent repair joints can be removed, and then the damaged main boards can be removed in sequence. Finally, the new main boards and repair joints can be installed in sequence to complete the repair of the large area damage. The quick-laying pavement slab provided by the present invention further includes a repair board. When a single main board is damaged, the damaged main board can be removed by cutting, and then the repair board can be installed to complete the repair of the single main board damage. The repair joints and repair board specially designed for the large area damage and single main board damage of the quick-laying pavement slab provided by the present invention can quickly complete the removal and replacement of the pavement slab, accelerating the repair efficiency of the pavement slab in case of emergencies. The quick-laying pavement slab provided by the present invention can be reused and recycled after being damaged, greatly reducing the construction cost.

[0022] In addition to the purposes, features and advantages described above, the present invention has other purposes, features and advantages. The following will refer to the drawings to further elaborate on the present invention in detail. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] The drawings constituting a part of this application are used to provide a further understanding of the present invention. The schematic embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an improper limitation to the present invention. In the drawings:

[0024] Figure 1 is a schematic structural view of the quick-laying road panel of the preferred embodiment of the present invention;

[0025] Figure 2 is a schematic structural view of the joint unit of the maintenance joint of the preferred embodiment of the present invention;

[0026] Figure 3 is a partial view of the joint unit of the maintenance joint of the preferred embodiment of the present invention;

[0027] Figure 4 is an exploded view of a part of the maintenance joint of the preferred embodiment of the present invention;

[0028] Figure 5 is a schematic structural view of the main panel of the preferred embodiment of the present invention;

[0029] Figure 6 is Figure 5 a sectional view of the main panel shown in the A direction;

[0030] Figure 7 is Figure 1 an assembly schematic view of the main panel and the length direction (B direction) of the main panel shown;

[0031] Figure 8 is Figure 1 an assembly schematic view of the main panel and the width direction (C direction) of the main panel shown;

[0032] Figure 9 is a schematic structural view of the maintenance board of the preferred embodiment of the present invention;

[0033] Figure 10 is Figure 9 a partial enlarged view of the maintenance board at D shown;

[0034] Figure 11 is an exploded view of the maintenance board of the preferred embodiment of the present invention;

[0035] Figure 12 is a partial view of the male maintenance board of the preferred embodiment of the present invention;

[0036] Figure 13 is a perspective view of the male maintenance board and the first assembled joint after assembly of the preferred embodiment of the present invention;

[0037] Figure 14 is a partial view of the female maintenance board of the preferred embodiment of the present invention;

[0038] Figure 15 is a perspective view of the female maintenance board and the second assembled joint after assembly of the preferred embodiment of the present invention;

[0039] Figure 16It is a cutting process diagram of a single main board according to a preferred embodiment of the present invention;

[0040] Figure 17 It is the installation process of the male maintenance board according to a preferred embodiment of the present invention Figure 1 ;

[0041] Figure 18 It is the installation process of the male maintenance board according to a preferred embodiment of the present invention Figure 2 ;

[0042] Figure 19 It is a diagram of the installation process of the female maintenance board according to a preferred embodiment of the present invention.

[0043] Legend Explanation:

[0044] 10 - Maintenance joint; 11 - Joint unit; 12 - First through hole; 13 - Female joint; 14 - Steel drill rod; 15 - Connecting rod; 16 - Second through hole; 17 - Countersunk head bolt; 20 - Main board; 211 - Main panel; 212 - Half panel; 22 - Upper skin; 23 - Intermediate layer; 24 - Lower skin; 26 - Plug pin; 31 - Male joint; 25 - Upper joint; 52 - Lower joint; 30 - Maintenance board; 32 - Male maintenance board; 33 - Female maintenance board; 34 - Intermediate joint; 341 - Third through hole; 35 - First assembled joint; 351 - Fourth through hole; 36 - Second assembled joint; 361 - Fifth through hole. Detailed Embodiment

[0045] In order to make the invention object, technical solution and beneficial technical effects of the present invention clearer, the present invention will be further described in detail below with reference to embodiments. It should be understood that the embodiments described in this specification are only for explaining the present invention and not for limiting the present invention.

[0046] For simplicity, only some numerical ranges are explicitly disclosed herein. However, any lower limit can be combined with any upper limit to form a range not explicitly recited; and any lower limit can be combined with other lower limits to form a range not explicitly recited, and similarly any upper limit can be combined with any other upper limit to form a range not explicitly recited. In addition, although not explicitly recited, each point or single value between the range endpoints is included in the range. Thus, each point or single value can be used as its own lower or upper limit and combined with any other point or single value or combined with other lower or upper limits to form a range not explicitly recited.

[0047] In the description herein, it should be noted that unless otherwise specified, "above" and "below" include the number itself, the meaning of "multiple" in "one or more" is two or more, and the meaning of "multiple" in "one or more" is two or more.

[0048] Such as Figures 1 - 15As shown in the figure, an embodiment of the present invention discloses a quick-laying road panel, which includes a maintenance joint 10, a main board 20 and a maintenance board 30. The maintenance joint 10 is formed by connecting a plurality of detachable joint units 11. The main board 20 includes a main panel 211 and a half panel 212. The main panel 211 and the half panel 212 are laid at intervals on both sides of the maintenance joint 10. The length dimension of the main panel 211 is greater than the length dimension of the half panel 212, so that the connection points in the width direction of two adjacent rows of the main boards 20 after laying are not on the same straight line;

[0049] One side of the length direction of the main panel 211 and the half panel 212 is a female joint 13, and the other side is a male joint 31 that matches the female joint 13; one end of the width direction of the main panel 211 and the half panel 212 is an upper joint 25, and the other end is a lower joint 52 that matches the upper joint 25. After the upper joint 25 and the lower joint 52 are buckled, a rectangular channel is formed for the insertion of a pin 26;

[0050] The maintenance board 30 is used to replace the damaged main board 20, and includes two triangular male maintenance boards 32 and female maintenance boards 33, and an intermediate joint 34. The hypotenuse of the male maintenance board 32 is the lower joint 52, and the hypotenuse of the female maintenance board 33 is the lower half of the upper joint 25. One side of the intermediate joint 34 is the upper half of the upper joint 25; after the male maintenance board 32, the female maintenance board 33 and the intermediate joint 34 are buckled, a rectangular channel is formed for the insertion of a pin 26;

[0051] The maintenance board 30 further includes a first assembled joint 35. One side of the first assembled joint 35 is the upper half of the lower joint 52. The short side of the male maintenance board 32 is the lower half of the lower joint 52. After the short side of the male maintenance board 32, one side of the first assembled joint 35 and the upper joint 25 of the main board 20 are buckled, a rectangular channel is formed for the insertion of a pin 26;

[0052] The maintenance board 30 further includes a second assembled joint 36. One side of the second assembled joint 36 is the upper half of the upper joint 25. The short side of the female maintenance board 33 is the lower half of the upper joint 25. After the short side of the female maintenance board 33, one side of the second assembled joint 36 and the lower joint 52 of the main board 20 are buckled, a rectangular channel is formed for the insertion of a pin 26.

[0053] According to an embodiment of the present application, the quick-laying pavement slab includes a maintenance joint 10, a main slab 211, and a half slab 212. The joint structure between each component is simple. Only by means of assembly and pins, the laying can be completed, greatly improving the construction efficiency. The joints are divided into four joint forms and two assembly methods. Due to its high efficiency, a variety of different pavement slabs and combined joints can be designed, which can be flexibly applied to various scenarios. Moreover, the "bricklaying" type of assembly method is adopted to stagger the connection parts, enhancing the overall anti-fatigue performance.

[0054] When laying the quick-laying pavement slab, the maintenance joints 10 can be laid at a certain interval. When a large area of the main slab 20 is damaged, the relatively adjacent maintenance joints 10 can be removed, and then the damaged main slabs 20 can be removed in sequence. Finally, the new main slabs 20 and maintenance joints 10 are installed in sequence to complete the repair of the large-area damage. The quick-laying pavement slab provided by the present invention further includes a maintenance plate 10. When a single main slab 20 is damaged, the damaged main slab 20 can be removed by cutting, and then the maintenance plate 10 is installed to complete the repair of the single main slab 20 damage. Of course, when repairing large-area damage, the maintenance plate 10 can also be installed at the position of the last row of main slabs 20 or the last main slab 20. The installation of the maintenance plate 10 will not be restricted by the installation space, and the operation is more convenient.

[0055] In some embodiments, the pin 26 is a cuboid, and its length has various dimensions, which can match different application scenarios. For example, when the pin 26 is applied between the upper joint 25 and the lower joint 52 of the main slab 20, its length matches the length of the main slab 20 in the width direction, and the three form a firm plug-in connection;

[0056] When the pin 26 is applied to the hypotenuse of the male maintenance plate 32 and the female maintenance plate 33, and between the middle joint 34, its length is the same as the length of the middle joint 34, and at the same time, it is also equal to the length of the hypotenuse of the male maintenance plate 32 and the female maintenance plate 33, and the four form a firm plug-in connection;

[0057] In addition, when the pin 26 is applied to the short side of the male maintenance plate 32, one side of the first assembled joint 35 and the upper joint 25 of the main slab 20, its length is the same as the short side of the male maintenance plate 32, and at the same time, it is also equal to the length of the first assembled joint 35, and the four form a firm plug-in connection;

[0058] Similarly, when the pin 26 is applied to the short side of the female maintenance plate 33, one side of the second assembled joint 36 and the lower joint 52 of the main slab 20, its length is equal to the length of the short side of the female maintenance plate 33, and at the same time, it is also equal to the length of the second assembled joint 36, and the four form a firm plug-in connection.

[0059] In an embodiment of the present application, the size of the maintenance board 30 after assembly is the same as that of the main board 20. That is to say, the size of the maintenance board 30 can be of two types. After assembly, it can be equal to the size of the main panel 211 or equal to the size of the half panel 212. In addition, the internal structures of the male maintenance board (32) and the female maintenance board (33) can be the same as or different from the internal structure of the main board 20.

[0060] In an embodiment of the present application, the joint unit 11 is a hollow cuboid. One side in the length direction is the female joint 13, and the other side is the male joint 31. Two first through holes 12 are symmetrically arranged at both ends. The first through holes 12 far from the center of the first joint unit 11 and the last joint unit 11 among the plurality of successively connected joint units 11 are used to fix the maintenance joint 10 to the ground, and the first through holes 12 close to the center and the two first through holes 12 of the other joint units 11 are all used to achieve detachable connection between the joint units 11.

[0061] According to an embodiment of the present application, after the maintenance joint 10 is fixed, the main board 20 is laid starting from both sides with it as a reference. The maintenance joint 10 can not only play a fixing role, but also be convenient for disassembly when large-area damage repair of the main board 20 is required.

[0062] In an embodiment of the present application, the maintenance joint 10 further includes a connecting rod 15. Two second through holes 16 are symmetrically arranged at both ends of the connecting rod 15. The connecting rod 15 is placed at the ends of two adjacent joint units 11. Two countersunk head bolts 17 respectively pass through the first through holes 12 of the joint unit 11 and the second through holes 16 of the connecting rod 15 in sequence to achieve fixed connection between two adjacent joint units 11.

[0063] According to an embodiment of the present application, when the maintenance joint 10 needs to be disassembled, the fixing between both ends of the maintenance joint 10 and the ground can be released first, then the countersunk head bolts between the joint units 11 are removed, and finally the joint units 11 are removed in sequence.

[0064] In an embodiment of the present application, the main board 20 includes a main panel 211 and a half panel 212. The main panel 211 and the half panel 212 are laid at intervals along both sides of the maintenance joint 10. The width dimension of the main panel 211 is equal to the width dimension of the half panel 212, and other structures are also the same. The difference is only that: the length dimension of the main panel 211 is greater than the length dimension of the half panel 212. Such a design can make the connection at the width direction of two adjacent panels 21 after laying not on the same straight line, so that the overall anti-fatigue performance of the pavement panel is better.

[0065] For example, the length dimension of the main panel 211 can be twice that of the half panel 212. The long side dimension of the main board 20 can be 1000 - 5000 mm, the short side dimension can be 500 - 1000 mm, and the thickness can be 35 - 50 mm. Adopting the "bricklaying" laying mode, the connections of two adjacent panels 21 in the width direction after laying are not on the same straight line, and the above method can make the connection of the pavement slabs after laying more stable.

[0066] In the embodiments of the present application, the main panel 211 and the half panel 212 successively include an upper skin 22, an intermediate layer 23, and a lower skin 24 from top to bottom. The intermediate layer 23 is provided with triangular rib plates, and the voids of the triangular rib plates are filled with resin or fibers; or the intermediate layer is provided with vertical rib plates and honeycomb aluminum; or the intermediate layer is provided with vertical rib plates, and the voids of the vertical rib plates are filled with resin or fibers.

[0067] According to the embodiments of the present application, the main board 20 itself includes an upper skin 22, an intermediate layer, a lower skin 24, a male joint 31, a female joint 13, an upper joint 25, and a lower joint 52. The intermediate layer 23 and the upper and lower skins 24 adopt an integral brazing technology or are formed in one step by an extrusion molding process. The male joint 31 and the female joint 13 are welded in the long side direction of the main board 20, and the upper joint 25 and the lower joint 52 are welded in the short side.

[0068] In some embodiments, the intermediate layer 23 is arranged with strengthened triangular rib plates, and resin or composite fillers can be filled in the middle to enhance the load-bearing capacity of the pavement slab. Optionally, the intermediate layer 23 can adopt equally spaced reinforcing rib plates (the thickness can be 1 - 5 mm), or honeycomb aluminum alloy, or honeycomb aluminum alloy is arranged between the equally spaced reinforcing rib plates to enhance the load-bearing capacity of the pavement slab.

[0069] In some embodiments, the upper skin 22 (the thickness can be 3 - 6 mm) is sprayed with an anti-slip material to increase the surface friction. The main board 20 adopts an overall anti-corrosion measure, such as anodic oxidation, to make it have anti-corrosion performance.

[0070] In the embodiments of the present application, the female joint 13 has a concave portion, forming an inwardly concave accommodating structure, and the male joint 31 has a convex portion, which is an outwardly convex structure to be accommodated. The convex portion is engaged into the concave portion so that the male joint 31 and the female joint 13 are fixedly connected.

[0071] As Figure 7 shown, the concave portion of the female joint 13 is an accommodating structure similar to a "C" shape; the male joint 31 is divided into a first convex portion and a second convex portion. After the male joint 31 is inserted into the female joint 13, the first convex portion and the second convex portion form an engagement with the "C" - shaped concave portion.

[0072] According to an embodiment of the present application, the length directions of the main panel 211 and the half panel 212 are laid by connecting the male connector 31 and the female connector 13, which is not only convenient for installation but also firmly connected.

[0073] In an embodiment of the present application, as Figure 8 shown, the upper joint 25 has two downwardly facing fastening portions and a first groove, and the lower joint 52 has two symmetrically upwardly facing fastening portions and a second groove. When the upper joint 25 is fixedly connected to the lower joint 52, the four pairwise symmetric fastening portions are engaged with each other, and the first groove and the second groove form a rectangular parallelepiped channel for the insertion pin 26 to be inserted.

[0074] In an embodiment of the present application, the long side of the male repair board 32 is the male connector 31, and the male connector 31 matches the female connector 13 of the main board 20.

[0075] According to an embodiment of the present application, the long side of the male repair board 32 is the male connector 31, and one side in the length direction of the main board 20 (which can be the main panel 211 or the half panel 212) is the female connector 13. When they are installed, the male connector 31 and the female connector 13 are matched, so that the male repair board 32 is firmly engaged with the main board 20.

[0076] In an embodiment of the present application, the long side of the female repair board 33 is the female connector 13, and the female connector 13 matches the male connector 31 of the main board 20.

[0077] According to an embodiment of the present application, the long side of the female repair board 33 is the female connector 13, and one side in the length direction of the main board 20 (which can be the main panel 211 or the half panel 212) is the male connector 31. When they are installed, the female connector 13 and the male connector 31 are matched, so that the female repair board 33 is firmly engaged with the main board 20.

[0078] In an embodiment of the present application, a third through hole 341 is provided on the intermediate joint 34, and the third through hole 341 is used to fixedly connect the intermediate joint 34 to the hypotenuse of the female repair board 33 to form a complete upper joint 25.

[0079] According to an embodiment of the present application, the hypotenuse of the female repair board 33 is the lower half of the upper joint 25, and one side of the intermediate joint 34 is the upper half of the upper joint 25. After they are spliced and fixed, a complete upper joint 25 is formed. The hypotenuse of the male repair board 32 is the complete lower joint 52. After the male repair board 32, the female repair board 33, and the intermediate joint 34 are engaged, a rectangular parallelepiped channel is formed for the insertion pin 26 to be inserted, so that the male repair board 32 and the female repair board 33 form a stable connection, and at the same time, there is no space limitation during installation, which is convenient for the insertion pin 26 to be inserted.

[0080] In an embodiment of the present application, a fourth through hole 351 is provided on the first prefabricated joint 35. The fourth through hole 351 is used to fixedly connect the first prefabricated joint 35 to the short side of the male maintenance plate 32 to form a complete lower joint 52. A fifth through hole 361 is provided on the second prefabricated joint 36. The fifth through hole 361 is used to fixedly connect the second prefabricated joint 36 to the short side of the female maintenance plate 33 to form a complete upper joint 25.

[0081] According to an embodiment of the present application, a fourth through hole 351 is provided on the first prefabricated joint 35. The fourth through hole 351 is used to fixedly connect the first prefabricated joint 35 to the short side of the male maintenance plate 32 to form a complete lower joint 52, and one end in the width direction of the main board 20 (which can be the main panel 211 or the half panel 212) is the upper joint 25. After the short side of the male maintenance plate 32, one side of the first prefabricated joint 35 is buckled with the upper joint 25 of the main board 20, a rectangular channel is formed for the insertion pin 26 to insert, so that the male maintenance plate 32 and the main board 20 form a firm connection, and at the same time, there is no space limitation during installation, which is convenient for the insertion pin 26 to insert. Similarly, after the short side of the female maintenance plate 33, one side of the second prefabricated joint 36 is buckled with the lower joint 52 of the main board 20, a rectangular channel is formed for the insertion pin 26 to insert, so that the female maintenance plate 33 and the main board 20 form a firm connection, and at the same time, there is no space limitation during installation, which is convenient for the insertion pin 26 to insert.

[0082] According to an embodiment of the present application, when installing the maintenance plate 30, the installation space of the maintenance plate 30 is usually restricted by the already installed main board 20 around. The above design method can smoothly fill the maintenance plate 30 into the overall pavement slab step by step. Embodiment

[0083] The following embodiments more specifically describe the content disclosed in the present application. These embodiments are only for illustrative purposes, because various modifications and changes within the scope of the present application disclosure are obvious to those skilled in the art. Unless otherwise stated, all parts, percentages, and ratios reported in the following embodiments are based on weight, and all reagents used in the embodiments are commercially available or synthesized according to conventional methods and can be used directly without further treatment, and all instruments used in the embodiments are commercially available.

[0084] This embodiment provides a laying method for a fast-laying pavement slab, including the following steps:

[0085] S1: Installation of the main board 20

[0086] The main board 20 is laid in the "bricklaying" method and is laid in the transverse and longitudinal directions of the laying area according to the methods of steps S2 and S3.

[0087] S2: Horizontal installation (i.e., in the length direction of the main board 20)

[0088] Forward installation: The male connector 31 of the main board 20 is inserted into the female connector 13 of another main board 20 at a certain angle to complete the assembly.

[0089] Reverse installation: In case of special circumstances, due to a certain gap left at the connectors of the main board 20, the female connector 13 of the main board 20 can be inserted into the male connector 31 of another main board 20 at a certain angle to complete the assembly.

[0090] S3: Vertical installation (i.e., in the width direction of the main board 20)

[0091] The upper connector 25 of the main board 20 is lapped onto the lower connector 52 of another main board 20, and the pin 26 is inserted.

[0092] S4: Installation of the maintenance connector 10

[0093] At a certain distance in the length direction of the main runway, the male connector 31 of the maintenance connector 10 is inserted into the female connector 13 of the main board 20 at a certain angle, and one end of the connecting rod 15 is fixed to the connector unit 11 with a countersunk head bolt. The long side of the second connector unit 11 is inserted into the female connector 13 of the main board 20 obliquely, the short side is connected to the connecting rod 15, and they are connected and fixed with a countersunk head bolt. The laying is completed successively according to the requirements of the main runway width.

[0094] S5: Maintenance of the main board 20

[0095] When the main runway is damaged, the removal and replacement of the main board 20 need to be carried out quickly. Consider two situations: one is large - area damage, and the removal and installation steps are shown in S6. The other is single - board damage, and the removal and installation steps are shown in S7.

[0096] S6: Large - area damage of the main board 20

[0097] When laying the main runway, a maintenance connector 10 is set at a certain distance in advance.

[0098] Removal: Remove the countersunk head bolts at the connection of the maintenance connector 10 closer to the damaged area, and pull out the maintenance connector 10 from both sides, and then remove the main board 20 from the edge of the main runway in sequence.

[0099] Installation: Install the main board according to steps S2 and S3, and install the maintenance connector 10.

[0100] S7: Single - board damage

[0101] When a certain main board 20 in the middle of the main runway is damaged, special means are needed for removal and installation.

[0102] Removal: The damaged main board 20 is removed according to Figure 16Cut at the positions and in the order shown. A portable metal cutting machine can be used as the cutting tool. Cutting at positions ① and ② is to facilitate the removal of the pins, and the cutting method is as shown in the figure. Positions ③ and ④ are inclined at an angle of 0 - 45°, and the specific cutting can be carried out according to the on-site situation. The purpose is to facilitate the removal of the main board after cutting. After cutting, remove boards 1, 2, 3, and 4 in sequence.

[0103] Installation:

[0104] ① Installation of the male maintenance board 32: Insert the male connector 31 of the male maintenance board 32 into the female connector 13 in the length direction of the main board at a certain angle as Figure 17 shown, and insert the short-side connector (the lower half of the lower connector 52) of the male maintenance board 32 into the upper connector 25 in the width direction of the main board 20. Insert the pin 26, connect the first assembled joint 35 (one side of the upper half of the lower connector 52) with the upper connector 25 in the width direction of the main board 20, and fix the first assembled joint 35 on the main body of the male maintenance board 32 with a countersunk head bolt as Figure 18 shown.

[0105] ② Installation of the female maintenance board 33: As Figure 19 shown, insert the female connector 13 of the female maintenance board 33 into the male connector 31 of the adjacent main board 20 at a certain angle, and lap the short side on the adjacent main board 20. Insert the pin 26. Lap the hypotenuse of the female maintenance board 33 on the hypotenuse of the male maintenance board 32 (lower connector 52), and insert the pin 26. Lap the second assembled joint 36 onto the lower connector 52 of the main board 20, and fix it on the main body of the female maintenance board 33 with a countersunk head bolt. Lap the middle joint 34 on the hypotenuse of the male maintenance board 32 (lower connector 52), and fix it on the main body of the female maintenance board 33 with a countersunk head bolt to complete the entire installation process.

[0106] The quick-laying pavement slab provided by the present invention solves the problem that when sudden disasters such as tunnel collapses and water inrushes occur and emergency rescue is required, a simple and temporary rescue access road can be quickly built for equipment and personnel to enter. It has the following advantages:

[0107] (1) The inside of the pavement slab adopts triangular rib plates, which have the advantages of high bending strength and good load-bearing capacity. While increasing the load-bearing capacity, it realizes lightweight. In special cases, it can be laid manually by 2 people;

[0108] (2) Adopting 2 groups of assembled joint structures can improve the laying efficiency. According to this design, various pavement slabs and joint combinations are available, with strong flexibility. And adopting the "bricklaying" type of assembly method, staggering the connection parts to enhance the overall anti-fatigue performance.

[0109] (3) The maintenance joints and maintenance boards specially designed for large-area damage and single-board damage can quickly complete the removal and replacement of the pavement slab, and improve the maintenance efficiency of the pavement slab in case of emergencies.

[0110] (4) The surface of the aluminum alloy is spray-treated with a large friction coefficient, meeting the braking requirements of the runway. Moreover, the runway panel is corrosion-proof treated, enabling it to adapt to the laying and operation in rainy and snowy weather.

[0111] (5) The runway panel can be reused and recycled after damage, greatly reducing the construction cost.

[0112] Although the present application has been described with reference to the preferred embodiments, various improvements can be made to it and its components can be replaced with equivalents without departing from the scope of the present application. In particular, as long as there is no structural conflict, the technical features mentioned in each embodiment can be combined in any way. The present application is not limited to the specific embodiments disclosed herein, but includes all technical solutions falling within the scope of the claims.

Claims

1. A fast-laying road panel, characterized in that, It includes a maintenance joint (10), a main board (20) and a maintenance board (30). The maintenance joint (10) is connected by a plurality of detachable joint units (11). The main board (20) includes a main panel (211) and a semi-panel (212). The main panel (211) and the semi-panel (212) are laid at intervals on both sides of the maintenance joint (10). The length dimension of the main panel (211) is greater than the length dimension of the semi-panel (212), so that the joints in the width direction of two adjacent rows of the main boards (20) after laying are not on the same straight line; One side in the length direction of the main panel (211) and the semi-panel (212) is a female joint (13), and the other side is a male joint (31) matching the female joint (13); One end in the width direction of the main panel (211) and the semi-panel (212) is an upper joint (25), and the other end is a lower joint (52) matching the upper joint (25). After the upper joint (25) and the lower joint (52) are buckled, a rectangular channel is formed for the insertion of a pin (26); The maintenance board (30) is used to replace the damaged main board (20), and includes two triangular male maintenance boards (32) and a female maintenance board (33), and an intermediate joint (34). The hypotenuse of the male maintenance board (32) is the lower joint (52), the hypotenuse of the female maintenance board (33) is the lower half of the upper joint (25), and one side of the intermediate joint (34) is the upper half of the upper joint (25); After the male maintenance board (32), the female maintenance board (33) and the intermediate joint (34) are buckled, a rectangular channel is formed for the insertion of a pin (26); The maintenance board (30) further includes a first assembled joint (35). One side of the first assembled joint (35) is the upper half of the lower joint (52). The short side of the male maintenance board (32) is the lower half of the lower joint (52). After the short side of the male maintenance board (32), one side of the first assembled joint (35) and the upper joint (25) of the main board (20) are buckled, a rectangular channel is formed for the insertion of a pin (26); The maintenance board (30) further includes a second assembled joint (36). One side of the second assembled joint (36) is the upper half of the upper joint (25). The short side of the female maintenance board (33) is the lower half of the upper joint (25). After the short side of the female maintenance board (33), one side of the second assembled joint (36) and the lower joint (52) of the main board (20) are buckled, a rectangular channel is formed for the insertion of a pin (26); The joint unit (11) is a hollow cuboid. On one side in the length direction is the female joint (13), and on the other side is the male joint (31). Two first through holes (12) are symmetrically arranged at both ends. The first through holes (12) away from the center of the first joint unit (11) and the last joint unit (11) among multiple sequentially connected joint units (11) are used to fix the maintenance joint (10) to the ground, and the first through holes (12) close to the center and the two first through holes (12) of other joint units (11) are all used to achieve detachable connection between the joint units (11).

2. The quick-laying road panel according to claim 1, wherein The maintenance joint (10) further includes a connecting rod (15). Two second through holes (16) are symmetrically arranged at both ends of the connecting rod (15). The connecting rod (15) is placed at the ends of two adjacent joint units (11). Two countersunk head bolts (17) sequentially pass through the first through holes (12) of the joint unit (11) and the second through holes (16) of the connecting rod (15) respectively to achieve fixed connection between two adjacent joint units (11).

3. The quick-laying road slab according to claim 1, characterized in that, The main panel (211) and the half panel (212) successively include an upper skin (22), an intermediate layer (23), and a lower skin (24) from top to bottom. The intermediate layer (23) is provided with triangular rib plates, and the gaps of the triangular rib plates are filled with resin or fibers; or the intermediate layer is provided with vertical rib plates and honeycomb aluminum; or the intermediate layer is provided with vertical rib plates, and the gaps of the vertical rib plates are filled with resin or fibers.

4. The quick-laying road panel according to claim 1, wherein The female joint (13) has a concave portion, forming an inwardly concave accommodating structure. The male joint (31) has a convex portion, which is an outwardly convex structure to be accommodated. The convex portion is snapped into the concave portion so that the male joint (31) and the female joint (13) are fixedly connected.

5. The quick-laying pavement slab according to claim 1, characterized in that, The upper joint (25) has two downwardly facing fastening portions and a first groove. The lower joint (52) has two symmetrically upwardly facing fastening portions and a second groove. When the upper joint (25) is fixedly connected to the lower joint (52), the four pairwise symmetric fastening portions are fastened to each other, and the first groove and the second groove form a cuboid channel for the insertion of a pin (26).

6. The quickly-laid pavement slab according to claim 1, characterized in that, The long side of the male maintenance plate (32) is the male joint (31), and the male joint (31) matches the female joint (13) of the main board (20).

7. The quick-laying pavement slab according to claim 1, wherein, The long side of the female maintenance plate (33) is the female joint (13), and the female joint (13) matches the male joint (31) of the main board (20).

8. The quick-laying road slab according to claim 1, characterized in that, A third through hole (341) is provided on the intermediate joint (34), and the third through hole (341) is used to fixedly connect the intermediate joint (34) to the hypotenuse of the female maintenance plate (33) to form a complete upper joint (25).

9. The quick-laying road slab according to claim 1, characterized in that, A fourth through hole (351) is provided on the first assembled joint (35), and the fourth through hole (351) is used to fixedly connect the first assembled joint (35) to the short side of the male maintenance plate (32) to form a complete lower joint (52); The second prefabricated joint (36) is provided with a fifth through hole (361), and the fifth through hole (361) is used to fixedly connect the second prefabricated joint (36) to the short side of the mother repair plate (33) to form a complete upper joint (25).

Citation Information

Patent Citations

  • High-strength light quick-paving type pavement slab and pavement paved by applying pavement slab

    CN211199943U

  • High-strength aluminum alloy pavement slab

    CN215976689U