A temporary road assembly road module

CN224849283UActive Publication Date: 2026-10-13CHINA CONSTR FIRST DIV GROUP CONSTR & DEV
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Patent Information

Application Number
CN202522422006.4
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-11-14
Publication Date
2026-10-13
Estimated Expiration
2035-11-14

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Abstract

The utility model discloses a kind of temporary road assembly type road module, comprising: road board, long strip-shaped plate is set, and for horizontal laying on ground, the side of road board is provided with lug, and the other side is provided with the recess for the lug insertion;Steel angle, set in the corner position of road board, steel angle includes end and connecting rod, end is buckled in the two end corner positions of road board, the section of connecting rod is set in right angle shape, and buckled in the four corner positions of road board, and connect a pair of end.The utility model has the following advantages and effects: by setting mortise and tenon structure of mutual clamping cooperation in the two sides of road board, the stable splicing of road board is realized, effectively limit the horizontal displacement between road board, improve the overall stability and flatness of temporary road, steel angle is set in the corner position of road board simultaneously, can prevent road board in hoisting and heavy vehicle rolling process corner damage, prolong its service life.
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Description

Technical Field

[0001] This utility model relates to the field of building construction, and in particular to a prefabricated road module for temporary roads. Background Technology

[0002] In construction engineering, temporary roads are often needed at construction sites to meet the passage needs of vehicles and personnel. With the gradual formation and improvement of prefabricated assembled buildings, prefabricated road slabs have also emerged. Prefabricated road slabs can be pre-produced in factories and then transported to the site for rapid assembly and construction.

[0003] However, traditional precast road slabs are usually concrete structural slabs, whose edges and corners are prone to cracking or damage under the pressure of hoisting construction or heavy vehicles. The damage can extend into the interior of the precast road slab, thus affecting its service life, which needs to be improved. Utility Model Content

[0004] In view of the shortcomings of the existing technology, the purpose of this utility model is to provide a prefabricated road module for temporary roads, which has the effect of improving service life.

[0005] The above-mentioned technical objective of this utility model is achieved through the following technical solution: a prefabricated road module for temporary roads, comprising: The road slab is a long, strip-shaped plate for horizontal laying on the ground. One side of the road slab has a protrusion, and the other side has a groove for the protrusion to be inserted. A steel corner protector is installed at the corner of the road slab. The steel corner protector includes an end and a connecting rod. The end is fastened to the two corners of the road slab. The connecting rod has a right-angled cross-section and is fastened to the four corners of the road slab, and connects to a pair of the end.

[0006] In a preferred embodiment, the present invention can be further configured as follows: the connecting rod includes a pair of rod bodies, an inner plate and an outer plate, the rod bodies are fixed to the end and fastened to the corner of the road slab, the inner plate and the outer plate are respectively disposed at the ends of the pair of rod bodies and overlap each other, screws are provided through the outer plate and the inner plate, and a prefabricated threaded tube is provided on the road slab for the screws to be screwed into.

[0007] In a preferred embodiment, the present invention can be further configured such that the surface of the outer plate is provided with a receiving groove for the screw to be embedded.

[0008] In a preferred embodiment, the present invention can be further configured such that the cross-sections of both the protrusion and the groove are trapezoidal.

[0009] In a preferred embodiment, the present invention can be further configured such that hooks are provided at the four corners of the upper surface of the road slab.

[0010] In a preferred embodiment, the present invention can be further configured such that: the hook includes a lifting rod and a lifting ring, the lifting rod is vertically embedded in the road slab, the lifting ring is rotatably connected to the lifting rod, and the road slab is provided with a storage groove for the lifting ring to be inserted after being flipped over.

[0011] In a preferred embodiment, the present invention can be further configured such that a cover plate covering the hanging ring is fitted inside the storage slot.

[0012] In a preferred embodiment, the present invention can be further configured such that the vertical pipes on the road slab are provided with a plurality of water-permeable holes.

[0013] In summary, this utility model has the following beneficial effects: 1. By setting mortise and tenon structures that interlock on both sides of the road slab, the road slabs can be stably spliced, effectively limiting the horizontal displacement between the road slabs and improving the overall stability and flatness of the temporary road. At the same time, steel corner guards are set at the corners of the road slabs to prevent damage to the corners of the road slabs during hoisting and heavy vehicle rolling, thus extending their service life. 2. By setting a hidden flip-up hook, the hook can be flipped out for lifting during hoisting and can be hidden and stored after hoisting, making the assembly and transportation of road slabs easier and more convenient. Attached Figure Description

[0014] Figure 1 This is a structural schematic diagram of an embodiment; Figure 2 This is a schematic diagram of the road slab structure in an embodiment; Figure 3 This is a schematic diagram of the steel corner protectors in the embodiment; Figure 4 yes Figure 3 A magnified view of point A in the image.

[0015] Reference numerals: 1. Road slab; 11. Drainage hole; 12. Protrusion; 13. Groove; 2. Steel corner protector; 21. End; 22. Connecting rod; 23. Rod body; 24. Inner plate; 25. Outer plate; 26. Screw; 27. Precast threaded pipe; 28. Receiving groove; 3. Hook; 31. Lifting rod; 32. Lifting ring; 33. Storage groove; 34. Cover plate. Detailed Implementation

[0016] The present invention will be further described in detail below with reference to the accompanying drawings.

[0017] like Figure 1As shown, a prefabricated road module for temporary roads includes a road slab 1 and steel corner guards 2.

[0018] like Figure 1 , Figure 2 As shown, the road slab 1 is a long, narrow plate that is laid horizontally on the ground. Several permeable holes 11 are installed through vertical pipes on the road slab 1 to automatically drain surface water and ensure normal passage of the road slab 1.

[0019] like Figure 1 , Figure 2 As shown, a protrusion 12 with a trapezoidal cross-section is provided on one side of the road slab 1, and a groove 13 for the protrusion 12 to be inserted is provided on the other side.

[0020] Therefore, during the assembly of road slab 1, the mortise and tenon joint of protrusion 12 and groove 13 enables the snap-fit ​​between two adjacent road slabs 1, achieving stable splicing of road slab 1, effectively limiting the horizontal displacement between road slabs 1, and improving the overall stability and flatness of the temporary road.

[0021] like Figure 1 , Figure 2 As shown, the steel corner guards 2 are installed at the corners of the road slab 1 to prevent damage to the corners of the road slab 1 during hoisting and heavy vehicle rolling, thus extending its service life.

[0022] like Figure 1 , Figure 3 As shown, the steel corner guard 2 includes an end 21 and a connecting rod 22. The end 21 is fastened to the two end corners of the road slab 1. The connecting rod 22 has a right-angled cross-section and is fastened to the four corners of the road slab 1, and connects to a pair of end 21.

[0023] like Figure 3 , Figure 4 As shown, the connecting rod 22 includes a pair of rod bodies 23, an inner plate 24, and an outer plate 25. The rod body 23 is fixed to the end 21 and fastened to the corner of the road slab 1. The inner plate 24 and the outer plate 25 are respectively disposed at the ends of the pair of rod bodies 23 and overlap each other.

[0024] like Figure 3 , Figure 4 As shown, screws 26 are provided through the outer plate 25 and the inner plate 24, the road plate 1 is provided with a pre-made threaded tube 27 for screws 26 to be screwed into, and the surface of the outer plate 25 is provided with a receiving groove 28 for screws 26 to be embedded.

[0025] After the road slab 1 is produced, the steel corner protectors 2 are taken out, and the connecting rods 22 are fastened to the four corners of the road slab 1. Then, the end 21 is pushed to move the steel corner protectors 2 from both sides of the road slab 1 toward the middle, and the end 21 is fastened to the corner of the end of the road slab 1.

[0026] At this point, the pair of poles 23 are close to each other, and the outer plate 25 and the inner plate 24 overlap. Then, the screw 26 passes through the outer plate 25 and the inner plate 24 and is tightened into the threaded tube to fix the entire steel corner guard 2. The screw 26 is hidden inside the outer plate 25 and will not affect the flatness of the road slab 1.

[0027] Then, the road slab 1 can be hoisted and laid horizontally on the ground. Then, the road slabs 1 are controlled to move closer to each other so that the protrusions 12 on the adjacent road slabs 1 are embedded into the grooves 13, thereby splicing and fixing the road slabs 1 and completing the on-site construction of the temporary road.

[0028] like Figure 2 As shown, hooks 3 are provided at the four corners of the upper surface of the road slab 1. Each hook 3 includes a rod 31 and a ring 32. The rod 31 is vertically embedded in the road slab 1, and the ring 32 is rotatably connected to the rod 31. The road slab 1 is provided with a storage groove 33 for the ring 32 to be inserted after being flipped over. A cover plate 34 covering the ring 32 is fastened inside the storage groove 33.

[0029] When it is necessary to hoist the road slab 1, first open the cover plate 34, then control the lifting ring 32 to flip to a vertical position, thus hoisting the road slab 1. After hoisting is completed, control the lifting ring 32 to flip to a horizontal position, then fasten the cover plate 34 to achieve concealed storage of the hook 3, thereby making the assembly and transportation process of the road slab 1 easier and more convenient.

[0030] In the actual production process of road slab 1, road slab 1 is preferably a rectangular slab with dimensions of 1000mm×500mm×150mm. Road slab 1 is made of recycled aggregate concrete, wherein the preferred mix ratio of recycled aggregate concrete is (per cubic meter): 398kg cement, 280kg water, 186kg natural medium sand, 378kg natural gravel (5-31.5mm) and 1187kg recycled aggregate.

[0031] The recycled aggregate consists of construction waste such as waste bricks and blocks generated on the construction site. After being crushed by a jaw crusher and screened by a vibrating screen, it is composed of 0-5mm recycled fine aggregate (replacing part of the sand) and 5-30mm recycled coarse aggregate (replacing part of the gravel), realizing the resource utilization of construction solid waste. At the same time, the road slab 1 is equipped with a steel reinforcement skeleton to enhance its bending and crack resistance.

[0032] The specific embodiments are merely explanations of this utility model and are not intended to limit it. After reading this specification, those skilled in the art can make modifications to these embodiments without contributing any inventive step, but such modifications are protected by patent law as long as they fall within the scope of the claims of this utility model.

Claims

1. A prefabricated road module for temporary roads, characterized in that: include: The road slab (1) is a long strip-shaped plate and is used to be laid horizontally on the ground. One side of the road slab (1) is provided with a protrusion (12) and the other side is provided with a groove (13) for the protrusion (12) to be inserted. A steel corner protector (2) is provided at the corner of the road slab (1). The steel corner protector (2) includes an end (21) and a connecting rod (22). The end (21) is fastened to the two corners of the road slab (1). The connecting rod (22) has a right-angled cross section and is fastened to the four corners of the road slab (1) and connected to a pair of the end (21).

2. A prefabricated road module for temporary roads according to claim 1, characterized in that: The connecting rod (22) includes a pair of rod bodies (23), an inner plate (24) and an outer plate (25). The rod body (23) is fixed to the end (21) and fastened to the corner of the road slab (1). The inner plate (24) and the outer plate (25) are respectively disposed at the ends of the pair of rod bodies (23) and overlap each other. Screws (26) are provided through the outer plate (25) and the inner plate (24). The road slab (1) is provided with a prefabricated threaded tube (27) for the screws (26) to be screwed into.

3. A prefabricated road module for temporary roads according to claim 2, characterized in that: The surface of the outer plate (25) is provided with a receiving groove (28) for the screw (26) to be inserted.

4. A prefabricated road module for temporary roads according to claim 1, characterized in that: Both the protrusion (12) and the groove (13) have trapezoidal cross sections.

5. A prefabricated road module for temporary roads according to claim 1, characterized in that: Hooks (3) are provided at the four corners of the upper surface of the road slab (1).

6. A prefabricated road module for temporary roads according to claim 5, characterized in that: The hook (3) includes a rod (31) and a ring (32). The rod (31) is vertically embedded in the road slab (1). The ring (32) is rotatably connected to the rod (31). The road slab (1) is provided with a storage groove (33) for the ring (32) to be inserted after being flipped over.

7. A prefabricated road module for temporary roads according to claim 6, characterized in that: The storage slot (33) is fitted with a cover plate (34) that covers the hanging ring (32).

8. A prefabricated road module for temporary roads according to claim 1, characterized in that: The road slab (1) has several water-permeable holes (11) running through its vertical pipe.