Pavement crossing type bus power supply system

By using a cross-branch power supply system across the pavement, and by employing vibration damping mechanisms and flexible connections, the problem of cables occupying the pavement during the construction of marine vessel engineering modules has been solved, achieving efficient power supply and pavement protection.

CN223665861UActive Publication Date: 2025-12-12QINGDAO MCDERMOTT WUCHUAN OFFSHORE ENG CO LTD
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Patent Information

Application Number
CN202423296056.4
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-12-31
Publication Date
2025-12-12
Estimated Expiration
2034-12-31

AI Technical Summary

Technical Problem

In existing technologies, the limited distribution of electrical distribution boxes in the construction of marine vessel engineering modules leads to temporary cables occupying the vehicle passageway, resulting in low construction efficiency, cable damage, and impaired road surface load-bearing capacity.

Method used

Design a pavement cross-bus power supply system, including pavement load mechanism, insulating cast-in-place body, busbar, junction box and underground distribution box. Utilize vibration damping mechanism and flexible connection to ensure that vehicle traffic is not affected, and electrically connect to industrial connectors through flexible cable joints. The distribution box is equipped with a load-bearing steel plate to reduce the impact on the ground.

Benefits of technology

This technology enables the power supply needs of marine vessel engineering module construction to be met without affecting vehicle traffic or damaging the pavement, thereby improving construction efficiency and protecting cables and pavement structures.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model belongs to the technical field of power supply facilities, and particularly relates to a pavement crossing type bus power supply system which comprises a pavement load mechanism, an insulating pouring body, a bus, a junction box and a buried distribution box, the pavement load mechanism comprises a shell, the insulating pouring body is connected in the shell through a vibration reduction mechanism, the insulating pouring body and the shell both cross a pavement, and the junction box is connected with the buried distribution box. A bus penetrates through the insulating pouring body, and the two sides of the shell are connected with a junction box. The power supply system can fully meet the power supply requirement of ocean ship engineering module construction on the premise of not influencing vehicle passing and not damaging a road surface.
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Description

TECHNICAL FIELD

[0001] The utility model belongs to the technical field of power supply facilities, specifically relates to a pavement transverse bus power supply system. BACKGROUND

[0002] In the marine ship engineering module construction, due to the limited distribution quantity and capacity of distribution box, many temporary cables need to be laid on the site to meet the power supply in the project construction process, and these cables inevitably occupy the pavement for vehicle passing. In order to ensure the need of vehicle passing, the temporary cables are currently protected by digging shallow grooves on the pavement and covering steel plates, which wastes labor, has low laying efficiency, is limited in carrying current capacity, has unpredictable damage to the pavement bearing capacity, and more importantly, the steel plate deforms when subjected to a large load, which is easy to cause damage to the cable, thereby seriously affecting the construction progress.

[0003] There is still a lack of power supply system capable of crossing the pavement in the prior art, and it is necessary to improve the prior art to solve this problem. CONTENT OF THE UTILITY MODEL

[0004] The utility model discloses a pavement transverse bus power supply system, which can fully meet the power supply needs of marine ship engineering module construction without affecting vehicle passing and damaging the pavement.

[0005] To achieve the above purpose, the technical scheme of the utility model is as follows:

[0006] A pavement transverse bus power supply system, comprising a pavement load mechanism, an insulating pouring body, a bus, a distribution box and a buried distribution box, the pavement load mechanism comprises a shell, the insulating pouring body is connected to the shell through a damping mechanism, the insulating pouring body and the shell are transverse to the pavement, the bus penetrates through the insulating pouring body, the distribution box is connected to the two sides of the shell, the distribution box is provided with an industrial connector, the bus is electrically connected to the industrial connector through a flexible cable joint, and the industrial connector is electrically connected to the buried distribution box through a cable.

[0007] Preferably, the bottom of the distribution box body is provided with a water collecting groove, the water collecting groove is connected to a water pump on the ground through a pipeline, a water level sensor is arranged in the water collecting groove, the water level sensor is electrically connected to a control circuit board, the control circuit board is electrically connected to the water pump through a wire, the control circuit board is arranged in the distribution box body, and the control circuit board is further connected to a control panel arranged on the ground through a cable.

[0008] Preferably, the side section of the shell is a trapezoidal structure, including a top plate, a ramp plate located on the front and rear sides of the top plate and fixedly connected to the end of the top plate at its top, and a bottom plate opposite to the top plate and connected to the bottom of the two ramp plates at both ends. Several vibration damping units are provided below the top plate, and the vibration damping units are connected to each other along the direction of the pavement. The top plate and the bottom plate are connected by vibration damping units, and the bottom plate is used to be laid on the pavement.

[0009] Preferably, the vibration damping unit includes a rectangular support steel pipe, which spans the pavement together with the housing and provides support for the roof slab. A vibration damping pipe with a rectangular cross-section is fitted inside the rectangular support steel pipe, with its two diagonals arranged horizontally and vertically respectively. A force transmission pipe with a rectangular cross-section is fitted inside the vibration damping pipe, with its four sides parallel to the four sides of the rectangular support steel pipe. A cylindrical insulating casting is provided inside the force transmission pipe, with its outer wall fitting closely to the inner wall of the force transmission pipe. Both ends of the insulating casting extend into the junction box. The four edges of the vibration damping pipe are rounded, and these rounded edges contact the inner wall of the rectangular support steel pipe. A first vibration damping component is connected between the outer wall of the vibration damping pipe and the inner wall of the rectangular support steel pipe, and a second vibration damping component is connected between the vibration damping pipe and the force transmission pipe.

[0010] Preferably, the first vibration damping component includes a plurality of first vibration damping springs arranged in a spiral shape, one end of the first vibration damping spring being connected to the outer wall of the vibration damping tube, and the other end being connected to the inner wall of the rectangular support steel pipe in the transverse or longitudinal direction.

[0011] Preferably, the second vibration damping component includes a second vibration damping spring connected between the outer surfaces of the four side walls of the force transmission tube and the corresponding inner corners of the vibration damping tube. The second vibration damping spring is arranged longitudinally or horizontally. The stiffness of the upper and lower side walls of the force transmission tube is sufficient to overcome the elastic force of the upper second vibration damping spring A and the lower second vibration damping spring B. The stiffness of the left and right side walls is sufficient to overcome the tension of the left second vibration damping spring C and the right second vibration damping spring D.

[0012] Preferably, adjacent rectangular support steel pipes are tightly fitted and welded together, and the top and bottom ends of the rectangular support steel pipes are welded to the top plate and bottom plate, respectively.

[0013] Preferably, a number of triangular support ribs are welded between the ramp plate and the outer wall of the adjacent rectangular support steel pipe, and the support ribs are made of low carbon steel or shape memory alloy.

[0014] The beneficial effects of this utility model are as follows:

[0015] This utility model discloses a road surface cross-bus power supply system, which can fully meet the power supply needs of marine vessel engineering module construction without affecting vehicle traffic or damaging the road surface. Attached Figure Description

[0016] Figure 1 This is a top view schematic diagram of the main structure of this utility model.

[0017] Figure 2 This is a cross-sectional view of the present invention along the AA direction.

[0018] Figure 3 This is a front view schematic diagram of the main structure of this utility model.

[0019] Figure 4 This is a structural schematic diagram of the underground distribution box of this utility model.

[0020] Figure 5 This is a schematic diagram illustrating the principle of busbar construction in this utility model.

[0021] Figure 6 This is a schematic diagram illustrating the principle of busbar construction in this utility model.

[0022] The diagram shows: 01-pavement, 1-pavement load mechanism, 2-distribution box, 3-flexible cable connector, 4-insulating cast-in-place body, 5-sloping plate, 6-top plate, 7-supporting rib plate, 8-rectangular support steel pipe, 9-vibration damping pipe, 10-rounded corner edge, 11-force transmission pipe, 12-busbar, 13-first vibration damping spring, 14-second vibration damping spring A, 15-second vibration damping spring C, 16-second vibration damping spring B, 17-second vibration damping spring D, 18-lifting ring, 19-distribution box body, 20-bearing steel plate, 21-inspection door, 22-outlet hole, 23-water collection tank, 24-vertical downward force, 25-rotation direction, 26-sloping downward impact force. Detailed Implementation

[0023] The following description is merely a preferred embodiment of the present utility model and is not intended to limit the scope of protection of the present utility model. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of the present utility model should be included within the scope of protection of the present utility model.

[0024] The following embodiments can be understood as representing a part of the local structure of this utility model, or as a combination of embodiments explaining the broader structural connotation of this utility model.

[0025] Example 1

[0026] A type of cross-branch power supply system for road surfaces, such as Figures 1-6As shown, the system includes a pavement load-bearing mechanism 1, an insulating cast-in-place body 4, a busbar 12, a junction box 2, and an underground distribution box. The pavement load-bearing mechanism 1 includes a housing, within which the insulating cast-in-place body 4 is connected via a vibration damping mechanism. Both the insulating cast-in-place body 4 and the housing span the pavement surface 01. The busbar 12 runs through the insulating cast-in-place body 4. Junction boxes 2 are connected to both sides of the housing. The junction boxes 2 are equipped with industrial connectors. The busbar 12 is electrically connected to the industrial connectors via flexible cable connectors 3. The industrial connectors are electrically connected to the underground distribution box via cables. The underground distribution box includes a distribution box body 19. A load-bearing steel plate 20 is provided on the top of the distribution box body 19, and the top of the load-bearing steel plate 20 is flush with the ground.

[0027] In this embodiment, the pavement load mechanism 1 is laid on the pavement, allowing vehicles to pass through, thus avoiding the tedious construction of digging trenches on the pavement and the damage to the pavement; the underground distribution box has the conventional structure and function of existing distribution boxes, and in addition, the top is provided with a load-bearing steel plate 20, which greatly reduces the impact of the distribution box being set on the ground on traffic.

[0028] Example 2

[0029] like Figure 4 As shown, the bottom of the distribution box body 19 is provided with a water collection tank 23. The water collection tank 23 is connected to a water pump (not shown in the figure) on the ground through a pipe (not shown in the figure). A water level sensor (not shown in the figure) is provided in the water collection tank. The water level sensor is electrically connected to a control circuit board (not shown in the figure). The control circuit board is electrically connected to the water pump through a wire. The control circuit board is located inside the distribution box body (not shown in the figure). The control circuit board is also connected to a control panel (not shown in the figure) located on the ground through a cable.

[0030] In this embodiment, when water accumulates in the collection tank, it can be drained manually or automatically. Furthermore, the underground distribution box should possess sufficient structural strength and waterproofing capabilities, and be equipped with relevant electrical units; the related designs are common technologies and will not be elaborated upon here.

[0031] Example 3

[0032] like Figure 1 , 2 As shown, the side cross-section of the shell is a trapezoidal structure, including a top plate 6, ramp plates 5 located on the front and rear sides of the top plate 6 and fixedly connected to the ends of the top plate 6 at their top, and a bottom plate (not marked in the figure) opposite to the top plate 6 and connected to the bottom of the two ramp plates 5 at both ends. Several vibration damping units are provided below the top plate 6, and the vibration damping units are connected to each other along the direction of the pavement. The top plate 6 and the bottom plate are connected by vibration damping units, and the bottom plate is used to be laid on the pavement.

[0033] like Figure 1 , 2 As shown, the vibration damping unit includes a rectangular support steel pipe 8, which spans across the pavement 01 together with the shell and provides support for the top plate 6. A vibration damping pipe 9 with a rectangular cross-section is fitted inside the rectangular support steel pipe 8, with the two diagonals of the rectangle arranged horizontally and vertically respectively. A force transmission pipe 11 with a rectangular cross-section is fitted inside the vibration damping pipe 9. The four sides of the force transmission pipe 11 are parallel to the four sides of the rectangular support steel pipe 8. A cylindrical insulating casting body 4 is provided inside the force transmission pipe 11. The outer wall of the insulating casting body 4 is clearance-fitted with the inner wall of the force transmission pipe 11. Both ends of the insulating casting body 4 extend into the junction box. The four edges of the vibration damping pipe 9 are rounded, and the four rounded edges 10 contact the inner wall of the rectangular support steel pipe 8. A first vibration damping component is connected between the outer wall of the vibration damping pipe 9 and the inner wall of the rectangular support steel pipe 8, and a second vibration damping component is connected between the vibration damping pipe 9 and the force transmission pipe 11.

[0034] like Figure 2 , 5 As shown in Figure 6, the first damping assembly includes multiple first damping springs 13 arranged in a spiral shape. One end of each first damping spring 13 is connected to the outer wall of the damping tube 9, and the other end is connected to the inner wall of the rectangular support steel tube 8 in a transverse or longitudinal direction. The elastic force of the first damping spring 13 satisfies the following condition: when the top of the housing is subjected to an impact force pointing obliquely downward, the top of the housing and the top of the rectangular support steel tube 8 deform and push the damping tube to rotate. Figure 6 As shown, when the damping tube 9 rotates, each of the first damping springs 13 is stretched. After the impact force, the deformation is restored under the elastic force of each of the first damping springs 13.

[0035] like Figure 2 , 5 As shown, the second vibration damping component includes a second vibration damping spring connected between the outer surfaces of the four side walls of the force transmission tube and the corresponding inner corners of the vibration damping tube 9. The second vibration damping spring is arranged longitudinally or horizontally. The stiffness of the upper and lower side walls of the force transmission tube 11 is sufficient to overcome the elastic force of the upper second vibration damping spring A14 and the lower second vibration damping spring B16. The stiffness of the left and right side walls is sufficient to overcome the tension of the left second vibration damping spring C15 and the tension of the right second vibration damping spring D17.

[0036] like Figure 2 As shown, adjacent rectangular support steel pipes 8 are tightly fitted and welded together, and the top and bottom ends of the rectangular support steel pipes 8 are welded to the top plate and bottom plate respectively.

[0037] like Figure 1 , 2As shown, several triangular support ribs 7 are welded between the ramp plate 5 and the outer wall of the adjacent rectangular support steel pipe 8. The support ribs 7 are made of low carbon steel or shape memory alloy.

[0038] Example 4

[0039] like Figures 1-6 As shown, this embodiment discloses the construction content of a cross-type busbar power supply system for a road surface, including: the insulating cast body 4 is a cylinder. When a vehicle passing through the road surface impacts the top plate, the insulating cast body 4 rotates relative to the force transmission pipe 11 or vibrates with the force transmission pipe 11, and the force transmission pipe 11 cannot apply a destructive force to the insulating cast body 4.

[0040] Furthermore, since busbar 12 is connected to the industrial connector via flexible cable connector 3, and the flexible cable connector 3 has a length margin to cope with vibration, the function of busbar 12 is not affected, and the insulating casting 4 itself is not damaged by vibration; this is specifically reflected in the following two aspects:

[0041] (1) As Figure 5 As shown, when the top plate 6 is subjected to a vertically downward impact force, the combined action of the damping pipe 9, the first damping spring 13, and the second damping spring promotes the deformation and restoration of the top plate 6 and the rectangular support steel pipe 8. During this process, because the stiffness of the upper and lower side walls of the force transmission pipe 11 is sufficient to overcome the elastic force of the upper second damping spring A and the lower second damping spring B, and the stiffness of the left and right side walls is sufficient to overcome the tension of the left second damping spring C and the right second damping spring D, the insulating casting body 4 and the busbar 12 are not damaged.

[0042] (3) Figure 6 As shown, when the top plate 6 is subjected to a downward impact force 26, the damping pipe 9 rotates relative to the rectangular support steel pipe 8 under the pushing force of the deformation at the top of the rectangular support steel pipe 8, and each of the first damping springs 13 is stretched. After the impact force, the damping pipe 9 resets and pushes the top wall of the rectangular support steel pipe 8 and the top plate 6 through the elastic force of each of the first damping springs 13, promoting the reset of the deformation. During this process, due to the inertia of the insulating casting body 4, the force transmission pipe 11 rotates relative to the insulating casting body 4, and will not cause damage to the insulating casting body 4.

[0043] It should be noted that during use, due to vertical or downward tilting impact forces, the top plate and the top wall of the rectangular support steel pipe will deform to a certain extent. This deformation includes both elastic and plastic deformation. The elastic force of the first damping spring is set to facilitate the recovery of plastic deformation caused by tilting impact forces. The combined effect of the damping tube 9, the first damping spring 13, and the second damping spring is set to facilitate the recovery of plastic deformation caused by vertical impact forces. The structural parameters of the damping tube or springs can be determined experimentally. When a downward tilting force impacts, the top plate and the top wall of the rectangular support steel pipe deform. Although the damping tube rotates, its top chamfered portion remains in contact with the rectangular support steel pipe. Under the tension of multiple first damping springs, a damping effect against tilting impact forces is achieved through its own torsional force. Due to the complexity of the modular construction and transportation materials in marine shipbuilding engineering, this damping effect against tilting impact forces is particularly important for ensuring the safety of the busbar.

Claims

1. A road surface cross-type busbar power supply system, characterized in that: it includes a road surface load mechanism, an insulating cast-in-place body, a busbar, a junction box, and an underground distribution box, wherein the road surface load mechanism includes a shell, and an insulating cast-in-place body is connected inside the shell through a vibration damping mechanism, both the insulating cast-in-place body and the shell cross the road surface, and a busbar runs through the insulating cast-in-place body. The housing is connected to junction boxes on both sides. Each junction box is equipped with an industrial connector. The busbar is electrically connected to the industrial connector via a flexible cable connector. The industrial connector is electrically connected to the underground distribution box via a cable. The underground distribution box includes a distribution box body. The top of the distribution box body is equipped with a load-bearing steel plate, and the top of the load-bearing steel plate is flush with the ground.

2. The pavement cross-type busbar power supply system as described in claim 1, characterized in that: The bottom of the power distribution box is equipped with a water collection tank, which is connected to a water pump on the ground via a pipe. A water level sensor is installed inside the water collection tank, and the water level sensor is electrically connected to a control circuit board. The control circuit board is electrically connected to the water pump via wires. The control circuit board is located inside the distribution box. The control circuit board is also connected to a control panel located on the ground via a cable.

3. The pavement cross-type busbar power supply system as described in claim 2, characterized in that: The side section of the shell is a trapezoidal structure, including a top plate, a ramp plate located on the front and rear sides of the top plate and fixedly connected to the end of the top plate at the top, and a bottom plate opposite to the top plate and connected to the bottom of the two ramp plates at both ends; The top plate is provided with several vibration damping units below it. These vibration damping units are connected to each other along the direction of the pavement. The top plate and the bottom plate are connected by vibration damping units. The bottom plate is used to lay on the pavement.

4. A roadway cross-bus power supply system as described in claim 3, characterized in that: The vibration damping unit includes a rectangular support steel pipe, which, together with the shell, spans across the pavement and is used to provide support for the top plate. The rectangular support steel pipe is fitted with a vibration damping pipe with a rectangular cross-section and two diagonals of the rectangle arranged horizontally and vertically, respectively. The vibration damping pipe is fitted with a force transmission pipe with a rectangular cross-section. The four sides of the force transmission tube are parallel to the four sides of the rectangular support steel pipe. A cylindrical insulating casting body is provided inside the force transmission tube. The outer wall of the insulating casting body is fitted with the inner wall of the force transmission tube with a clearance. Both ends of the insulating casting body extend into the junction box. The four edges of the vibration damping tube are rounded, and the four rounded edges are in contact with the inner wall of the rectangular support steel tube. A first vibration damping component is connected between the outer wall of the vibration damping tube and the inner wall of the rectangular support steel tube, and a second vibration damping component is connected between the vibration damping tube and the force transmission tube.

5. A roadway cross-bus power supply system as described in claim 4, characterized in that: The first vibration damping component includes a plurality of first vibration damping springs arranged in a spiral shape. One end of each first vibration damping spring is connected to the outer wall of the vibration damping tube, and the other end is connected to the inner wall of the rectangular support steel tube in the transverse or longitudinal direction.

6. A roadway cross-bus power supply system as described in claim 5, characterized in that: The second vibration damping component includes a second vibration damping spring connected between the outer surfaces of the four side walls of the force transmission tube and the corresponding inner corners of the vibration damping tube; The second damping spring is arranged longitudinally or horizontally. The stiffness of the upper and lower side walls of the force transmission tube is sufficient to overcome the elastic force of the upper second damping spring A and the lower second damping spring B. The stiffness of the left and right side walls is sufficient to overcome the tension of the left second damping spring C and the right second damping spring D.

7. A roadway cross-bus power supply system as described in claim 6, characterized in that: Adjacent rectangular support steel pipes are tightly fitted and welded together, with the top and bottom ends of the rectangular support steel pipes welded to the top plate and bottom plate, respectively.

8. A roadway cross-bus power supply system as described in claim 7, characterized in that: Several triangular support ribs are welded between the ramp plate and the outer wall of the adjacent rectangular support steel pipe. The support ribs are made of low carbon steel or shape memory alloy.