A steel bridge deck paving structure and its paving method

By designing a single piece of steel bridge deck paving with embedded grooves and connections, the efficient, flexible and firmness of steel bridge deck paving is achieved, solving the impact of vibration and deformation of steel bridge deck on paving and the challenges of extreme temperatures.

CN115110416BActive Publication Date: 2025-06-27ZHEJIANG CHANGXING MUNICIPAL ENG CO LTD
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Patent Information

Application Number
CN202210570272.X
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2022-05-24
Publication Date
2025-06-27
Estimated Expiration
2042-05-24

AI Technical Summary

Technical Problem

Due to the vibration and deformation of the steel plate, the paving efficiency and effect are greatly reduced, and are greatly affected by extreme temperatures, so conventional pavement structures cannot meet their requirements.

Method used

A steel bridge deck paving structure is designed, including a paving monolith of a rectangular panel, with an embedded groove and a connecting part, which consists of an extension rod, a filling ball, a bottom profile groove, an enclosing groove and a radiation cavity. Through these structures, multi-angle rotation and self-locking of adjacent paving monoliths are realized.

Benefits of technology

It improves the efficiency and flexibility of steel bridge deck paving, enhances structural strength, weakens the impact of the vibration and deformation of steel bridges on paving, and improves the firmness and slip resistance of paving through locking parts and rough patterns.

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Abstract

A steel bridge deck paving structure, which relates to the field of steel bridge deck paving, includes paving single blocks. There are embedding grooves and connecting parts on the paving single blocks. The embedding grooves include bottom surface contour grooves, surrounding grooves and radiation cavities. By connecting through the embedding grooves and connecting parts, the paving efficiency and flexibility of the steel bridge deck can be improved, the structural strength of the steel bridge paving can be enhanced, and the influence of steel bridge vibration and deformation on the paving can be weakened. A paving method based on the above steel bridge deck paving structure includes the following steps: S1, grinding and cleaning the steel bridge deck, and sequentially placing the paving single blocks on the steel bridge deck; S2, pushing the connecting parts of the paving single blocks to be paved into the surrounding grooves and radiation cavities from the contour grooves of another paving single block; S3, lifting one side of the embedding groove of the just-paved paving single block, and connecting the paving single blocks to be connected according to step S2; S4, spraying the completed paving single blocks to complete the paving.
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Description

Technical Field

[0001] The present invention relates to the field of steel bridge deck paving, and particularly relates to a steel bridge deck paving structure and a paving method thereof. Background Art

[0002] The steel bridge deck paving is on a steel plate with large and complex deformations. The vibration, deformation, etc. of the steel plate itself will directly affect the working condition of the paving; due to being exposed on the sea with a more complex environmental climate, the steel plate has a relatively large thermal conductivity, so that the extreme temperature received by the paving layer is much higher than that of the paving layer of a general road surface. Therefore, there are great differences between the steel bridge deck paving and the general road paving. The conventional road surface structure cannot meet its requirements. Especially when the steel bridge deck vibrates and deforms, the paving efficiency and effect are greatly reduced. Summary of the Invention

[0003] The present invention provides a steel bridge deck paving structure and a paving method thereof, which improve the paving efficiency and flexibility of the steel bridge deck, enhance the structural strength of the steel bridge paving, and weaken the influence of the vibration and deformation of the steel bridge on the paving.

[0004] The above technical object of the present invention is achieved through the following technical solutions: a steel bridge deck paving structure, which includes paving single blocks. The paving single blocks are rectangular panels. There are embedding grooves and connecting parts on the paving single blocks. The connecting parts include protruding rods and filling balls. The protruding rods are cylindrical rods horizontally protruding outward from the side surfaces of the paving single blocks. The filling balls are spherical blocks connected to the outer ends of the protruding rods. The embedding grooves include bottom surface contour grooves, surrounding grooves, and radiation cavities. The bottom surface contour grooves are grooves extending upward from the bottom surfaces of the paving single blocks. The surrounding grooves are spherical cavity grooves. The radiation cavities are frustum-shaped grooves extending from the walls of the surrounding grooves towards the side surfaces of the paving single blocks with diameters gradually increasing.

[0005] Preferably, there are rough lines on the surfaces of the surrounding grooves. The rough lines are staggered concave strips recessed inward from the surfaces of the surrounding grooves.

[0006] Preferably, it further includes a locking part for preventing the connecting parts from withdrawing from the embedding grooves.

[0007] Preferably, the locking part includes an arc-shaped connecting groove and a squeezing lock rod. The arc-shaped connecting groove is an arc-shaped through groove extending from the wall of the surrounding groove towards the inner side of the paving single block to the inner surface of the contour groove. The squeezing lock rod is a bent rod inserted into the arc-shaped connecting groove.

[0008] Preferably, there are anti-slip grooves on the surfaces of the squeezing lock rods. The anti-slip grooves are annular grooves recessed inward from the surfaces of the squeezing lock rods. The anti-slip grooves are distributed at intervals in the extending direction of the squeezing lock rods.

[0009] Preferably, the end of the pushing lock rod has a concave veneer, and the concave veneer is a spherical surface that is recessed inward from the end of the pushing lock rod.

[0010] Preferably, the paving single block has an angular bearing surface, and the angular bearing surface is an arc convex surface that bends and extends upward from the four peripheral edges of the side surface of the paving single block to the upper surface, the bottom surface, and the side surface.

[0011] Preferably, there is also a water seepage groove on the surface of the paving single block. The water seepage groove is a groove that extends from the middle of the upper surface of the paving single block to both side surfaces and the depth gradually increases, and the water seepage grooves are distributed at intervals.

[0012] Preferably, there is also a groove connecting plate in the water seepage groove, and the groove connecting plate is a hollow plate connecting the two side wall surfaces of the water seepage groove.

[0013] A paving method for a steel bridge deck paving structure, which includes the following steps: S1, grinding and cleaning the steel bridge deck, and sequentially placing the paving single blocks on the steel bridge deck; S2, pushing the connecting part of the paving single block to be paved into the surrounding groove and the radiation cavity from the contour groove of another paving single block; S3, lifting one side of the embedding groove of the just-paved paving single block, and connecting the paving single blocks to be connected according to step S2; S4, spraying the completed paving single blocks to complete the paving.

[0014] In summary, the present invention has the following beneficial effects.

[0015] 1. Improve the efficiency and flexibility of the steel bridge deck paving, enhance the structural strength of the steel bridge paving, and the setting of the contour groove can weaken the influence of the vibration and deformation of the steel bridge on the paving.

[0016] 2. The surface of the surrounding groove increases the roughness through rough lines, which can prevent easy rotation due to overly smooth contact, and plays a buffering and resisting effect when the paving single blocks rotate relative to each other under extrusion or external force.

[0017] 3. The locking part can enable the paving single blocks to complete self-locking and improve the firmness.

[0018] 4. The hollow holes of the groove connecting plate are round holes, which increase the support strength between the water seepage grooves and play a certain supporting role in pouring asphalt on the surface of the paving single blocks in the later stage. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following will briefly introduce the drawings required for the description of the embodiments. Obviously, the following described drawings are only some embodiments of the present invention. For those of ordinary skill in the art, other drawings can be obtained based on these drawings without creative efforts.

[0020] Figure 1 It is a schematic diagram of the connection of a single paving block.

[0021] Figure 2 It is a schematic diagram of the structure of a single paving block.

[0022] Figure 3 It is a bottom view schematic diagram of a single paving block.

[0023] Figure 4 It is a sectional view schematic diagram of a single paving block.

[0024] Figure 5 It is a schematic diagram of the initial state of the extrusion lock rod.

[0025] Figure 6 It is a schematic diagram of the working state of the extrusion lock rod.

[0026] Figure 7 It is a schematic diagram of the structure of the groove connecting plate.

[0027] Figure 8 It is a schematic diagram of the anti-slip groove.

[0028] Figure 9 It is a schematic diagram of the paving method process of the steel bridge deck paving structure.

[0029] In the figure: 1. Single paving block, 2. Connection part, 3. Contour groove, 4. Enclosing groove, 5. Radiation cavity, 6. Extrusion lock rod, 7. Water seepage groove, 8. Groove connecting plate, 9. Anti-slip groove. Specific implementation manners

[0030] The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings.

[0031] Embodiment 1

[0032] As Figures 1 to 8As shown in the figure, a steel bridge deck paving structure includes a paving single block 1, which is a rectangular panel. There are an embedding groove and a connecting part 2 on the paving single block 1. The connecting part 2 includes a protruding rod and a filling ball. The protruding rod is a cylindrical rod that horizontally protrudes outward from the side surface of the paving single block 1, and the filling ball is a spherical block connected to the outer end of the protruding rod. The embedding groove includes a bottom profile groove 3, a surrounding groove 4, and a radiation cavity 5. The bottom profile groove 3 is a groove extending upward from the bottom surface of the paving single block 1, and the bottom profile groove 3 is consistent with the profile of the connecting part 2 to enable the connecting part 2 to enter. The surrounding groove 4 is a spherical cavity groove, and the radiation cavity 5 is a frustum groove that extends from the wall surface of the surrounding groove 4 toward the side surface of the paving single block 1 and has a gradually increasing diameter. The upper end of the profile groove 3 communicates with the lower ends of the surrounding groove 4 and the radiation cavity 5. When laying the paving single block 1 on the steel bridge deck, adjacent paving single blocks 1 are connected through the connecting part 2 and the embedding groove, that is, the connecting part 2 is pushed into the surrounding groove 4 and the radiation cavity 5 from the profile groove 3. In this way, adjacent paving single blocks 1 are connected, and the surrounding groove 4 and the radiation cavity 5 enable multi-angle rotation between the connected paving single blocks 1 to cooperate with the vibration, deformation, etc. of the steel bridge itself.

[0033] There are rough lines on the surface of the surrounding groove 4. The rough lines are staggered concave strips that are recessed inward from the surface of the surrounding groove 4. The surface of the surrounding groove 4 increases the roughness through the rough lines. After contacting the filling ball, it can prevent easy rotation due to overly smooth contact. When the paving single block 1 is squeezed or affected by external forces and rotates relative to each other, it plays a buffering and resisting effect.

[0034] It also includes a locking part to prevent the connecting part 2 from exiting the embedding groove.

[0035] The locking part includes an arc-shaped connecting groove and a squeezing lock rod 6. The arc-shaped connecting groove is an arc-shaped through groove that extends from the wall surface of the surrounding groove 4 toward the inner side of the paving single block 1 to the inner surface of the profile groove 3. The squeezing lock rod 6 is a bent rod inserted into the arc-shaped connecting groove. In the initial state, the upper end of the squeezing lock rod 6 protrudes from the upper opening of the arc-shaped connecting groove until it is contacted and squeezed by the filling ball and moves toward the lower opening of the arc-shaped connecting groove. When the filling ball completely enters the surrounding groove 4, the lower end of the squeezing lock rod 6 protrudes from the lower opening of the arc-shaped connecting groove and abuts against the lower side of the filling ball, thereby preventing the filling ball from detaching from the surrounding groove 4 and achieving self-locking. Specifically, if it is necessary to replace the paving single block 1, the squeezing lock rods 6 of the paving single block 1 where it is located and the squeezing lock rods 6 of the adjacent paving single blocks 1 can be cut off, the paving single block 1 to be replaced can be taken out, the cut-off squeezing lock rods 6 of the adjacent paving single blocks 1 can be taken out, new squeezing lock rods 6 can be inserted, and then the new paving single block 1 can be embedded directly between the two adjacent paving single blocks 1.

[0036] There is an anti-skid groove 9 on the surface of the push-pull lock rod 6. The anti-skid groove 9 is an annular groove that is recessed inward from the surface of the push-pull lock rod 6. The anti-skid groove 9 is spaced apart in the extension direction of the push-pull lock rod 6. The anti-skid groove 9 can not only increase the friction between the push-pull lock rod 6 and the surface of the arc-shaped connecting groove, and prevent the push-pull lock rod 6 from slipping out of the connecting opening of the contour groove 3 of the arc-shaped connecting groove during the paving process, but also prevent the push-pull lock rod 6 from slipping and causing dangerous accidents when the push-pull lock rod 6 is cut when the paving single block 1 is removed or replaced, that is, when the cutting point is positioned at the anti-skid groove 9, the cutting process of the push-pull lock rod 6 can be ensured to be stable.

[0037] The end of the push-pull lock rod 6 is provided with a concave veneer, and the concave veneer is a spherical surface that is concave inward from the end of the push-pull lock rod 6.

[0038] The paving block 1 has an angle bearing surface, which is an arc-shaped convex surface that bends and extends from the edges of the sides of the paving block 1 to the upper surface, the bottom surface and the side surface. The angle bearing surface is like a rounded corner, which can prevent the edges of the paving block 1 from seriously interfering when rotating, and has a certain extrusion margin.

[0039] There are also seepage grooves 7 on the surface of the paving block 1, which are grooves extending from the middle of the upper surface of the paving block 1 to the sides and gradually increasing in depth, and the seepage grooves 7 are distributed at intervals. The seepage grooves 7 help drain water and prevent water from accumulating on the surface of the paving block 1 and causing slipping.

[0040] There is also a slot inter-plate 8 in the seepage groove 7, which is a hollow plate connecting the two side walls of the seepage groove 7. The hollow holes of the slot inter-plate 8 are circular holes, which not only increase the support strength between the seepage grooves 7, but also play a certain supporting role in the later paving of the surface of the single block 1 with asphalt.

[0041] like Figure 9 As shown, a paving method for a steel bridge deck paving structure includes the following steps: S1, grinding and cleaning the steel bridge deck, and placing the paving blocks on the steel bridge deck in sequence; S2, pushing the connecting portion of the paving block to be paved from the contour groove of another paving block into the surrounding groove and the radiation cavity; S3, lifting one side of the embedded groove of the paving block just paved, and connecting the paving blocks to be connected according to step S2; S4, spraying the completed paving blocks to complete the paving.

[0042] In the description of the present invention, it is necessary to understand that the directions or positional relationships indicated by the terms "front and back", "left and right", etc. are based on the directions or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or component referred to must have a specific direction, be constructed and operated in a specific direction, and therefore cannot be understood as a limitation on the invention.

[0043] Certainly, in the technical solution of the present invention, those skilled in the art should understand that the term "a" should be understood as "at least one" or "one or more". That is, in one embodiment, the number of an element can be one, while in other embodiments, the number of the element can be multiple. The term "a" cannot be understood as a limitation on the quantity.

[0044] As described above, the above is only a preferred specific embodiment of the present invention, but the protection scope of the present invention is not limited thereto. Any changes or substitutions that can be easily conceived by those skilled in the art under the technical disclosure of the present invention should be covered within the protection scope of the present invention. Therefore, the protection scope of the present invention should be subject to the protection scope of the claims.

Claims

1. A steel bridge deck pavement structure, characterized in that, The invention comprises a paving block (1), wherein the paving block (1) is a rectangular panel, and an embedding groove and a connecting portion (2) are provided on the paving block (1), wherein the connecting portion (2) comprises a protruding rod and a filling ball, wherein the protruding rod is a cylindrical rod horizontally extending outward from the side of the paving block (1), and the filling ball is a spherical block connected to the outer end of the protruding rod, and the embedding groove comprises a bottom surface contour groove (3), a surrounding groove (4) and a radiation cavity (5), wherein the bottom surface contour groove (3) is a groove extending upward from the bottom surface of the paving block (1), the surrounding groove (4) is a spherical cavity groove, and the radiation cavity (5) is a truncated cone groove extending from the wall surface of the surrounding groove (4) toward the side surface of the paving block (1) and having a gradually increasing diameter.

2. The steel bridge deck pavement structure according to claim 1, characterized in that, There are rough lines on the surface of the surrounding groove (4), and the rough lines are staggered concave lines that are recessed inward from the surface of the surrounding groove (4).

3. The steel bridge deck pavement structure according to claim 2, characterized in that, It also comprises a locking portion for preventing the connecting portion (2) from withdrawing from the embedding groove.

4. A steel bridge deck paving structure according to claim 3, characterized in that The locking portion comprises an arc-shaped connecting groove and a push-locking rod (6); the arc-shaped connecting groove is an arc-shaped through groove extending from the wall surface of the surrounding groove (4) toward the inner side of the paving block (1) to the inner side surface of the contour groove (3); and the push-locking rod (6) is a bent rod inserted into the arc-shaped connecting groove.

5. A steel bridge deck paving structure according to claim 4, characterized in that, An anti-skid groove (9) is provided on the surface of the push-pull lock rod (6), the anti-skid groove (9) being an annular groove recessed inwardly from the surface of the push-pull lock rod (6), and the anti-skid grooves (9) are distributed at intervals in the extension direction of the push-pull lock rod (6).

6. A steel bridge deck pavement structure according to claim 5, characterized in that, The end of the push-pull locking rod (6) has a concave veneer, and the concave veneer is a spherical surface that is concave inward from the end of the push-pull locking rod (6).

7. A steel bridge deck paving structure according to claim 6, characterized in that, The paving block (1) has an angle receiving surface, and the angle receiving surface is an arc-shaped convex surface that bends and extends from the edges of the sides of the paving block (1) toward the upper surface, the bottom surface and the side surface.

8. A steel bridge deck paving structure according to claim 7, characterized in that, There are also seepage grooves (7) on the surface of the paving block (1), wherein the seepage grooves (7) are grooves extending from the middle of the upper surface of the paving block (1) to the sides and gradually increasing in depth, and the seepage grooves (7) are distributed at intervals.

9. The steel bridge deck pavement structure according to claim 8, characterized in that, There is also a slot inter-plate (8) in the water seepage slot (7), and the slot inter-plate (8) is a hollow plate connecting the two side walls of the water seepage slot (7).

10. A paving method for the steel bridge deck paving structure according to any one of claims 1-9, characterized in that, The method comprises the following steps: S1, grinding and cleaning the steel bridge deck, and placing the paving blocks on the steel bridge deck in sequence; S2, pushing the connecting portion of the paving block to be paved from the contour groove of another paving block into the surrounding groove and the radiation cavity; S3, lifting one side of the embedded groove of the paving block just paved, and connecting the paving blocks to be connected according to step S2; S4, spraying the completed paving blocks to complete the paving.

Citation Information

Patent Citations

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