CN216585991U

CN216585991U - Municipal administration highway road-surfacing structure

Info

Publication number: CN216585991U
Application number: CN202123215289.3U
Authority: CN
Inventors: 张耀林; 廖晓文; 汤晶晶; 郑富彬
Original assignee: Fujian Wanguang Construction Engineering Co ltd
Current assignee: Fujian Wanguang Construction Engineering Co ltd
Priority date: 2021-12-20
Filing date: 2021-12-20
Publication date: 2022-05-24
Anticipated expiration: 2031-12-20

Abstract

The application discloses municipal administration highway road surface laying structure belongs to brick pavement technical field, including the veneer, the fixed intercommunication in bottom of veneer has the downcomer, the inside interception module that is used for preventing silt from entering into downcomer that is provided with of downcomer, the fixed surface intercommunication of downcomer has the looped pipeline, the inlet opening has been seted up on the looped pipeline, be provided with on the looped pipeline and be used for preventing silt from entering into the inside interception module of looped pipeline, it includes first filter screen to block the module, the surface of first filter screen and the inside fixed connection of downcomer. This municipal administration highway road-surfacing structure, when meetting rainwater weather, part rainwater can enter into the earth of veneer below through the veneer, and during the rainwater can enter into annular pipe 4 through the inlet opening on the annular pipe this moment, the discharge of rethread downcomer to realized the purpose of secondary drainage, and then slowed down the speed that the veneer received the corruption, postponed the life of veneer.

Description

Municipal administration highway road-surfacing structure

Technical Field

The application belongs to the technical field of the brick paves the road surface, especially relates to a municipal administration highway road-surface laying structure.

Background

The brick pavement is made up by using cement and aggregate as main raw material and adopting the processes of pressurization, vibration pressurization or other forming processes, and can be used for paving concrete pavements of sidewalks, roadways, plazas and warehouses, etc. and blocks and plates of subway engineering, etc.

In the process of implementing the application, the inventor finds that at least the following problems exist in the technology: after laying the road surface, if meet rainwater weather, most rainwater can be discharged through the sewer, reduces the possibility of surface gathered water, but few subtotals rainwater can permeate the fragment of brick below through the fragment of brick, and the fragment of brick has been in the corrosion rate of fragment of brick with higher speed in very moist environment for a long time, influences the life of fragment of brick.

Therefore, we propose a municipal road pavement structure to solve the above problems.

SUMMERY OF THE UTILITY MODEL

The utility model provides an in order to solve prior art, a small part of rainwater can permeate the fragment of brick below through the fragment of brick, and the fragment of brick has been in for a long time and has accelerated the corrosion rate of fragment of brick in the very humid environment, influences fragment of brick life's problem, and a town road pavement structure that proposes.

In order to achieve the purpose, the following technical scheme is adopted in the application:

the utility model provides a municipal administration highway road surface laying structure, includes the veneer, the fixed intercommunication in bottom of veneer has the downcomer, the inside interception module that is used for preventing silt from entering into the downcomer that is provided with of downcomer, the fixed intercommunication in surface of downcomer has the looped pipeline, the inlet opening has been seted up on the looped pipeline, be provided with on the looped pipeline and be used for preventing silt from entering into the inside interception module of looped pipeline.

Through setting up annular pipe and inlet opening, realized discharging the rainwater that is located the veneer below into the downcomer, carry out the purpose of secondary drainage.

Preferably, the blocking module comprises a first filter screen, the outer surface of the first filter screen is fixedly connected with the interior of the downcomer, and the first filter screen is positioned on the inner side, close to the single plate, of the downcomer.

Through setting up the second filter screen, realized avoiding the impurity on the veneer to enter into the downcomer as far as possible, with the purpose of downcomer jam.

Preferably, the intercepting module comprises a second filter screen, and the second filter screen is fixedly connected with the annular pipe through a water inlet hole.

Through setting up the second filter screen, realized that the earth enters into the annular pipe through the inlet opening as far as possible inside, the purpose of annular pipe jam.

Preferably, the bottom of the single plate is provided with a clamping groove, the single plate is movably inserted with an annular supporting plate through the clamping groove, the annular supporting plate is provided with an installation module used for fixing the position of the annular supporting plate, the bottom of the annular supporting plate is provided with a buffering module used for buffering the stress of the single plate, and the annular supporting plate is provided with a plurality of water leakage holes.

Through setting up annular supporting plate and draw-in groove, go into the veneer bottom with annular supporting plate through the draw-in groove card, realized carrying out spacing purpose to the veneer.

Preferably, the installation module comprises a sealing ring fixedly sleeved with the annular supporting plate, and the sealing ring is attached to the veneer through the clamping groove.

Through setting up the sealing washer, when inserting annular supporting plate inside the draw-in groove, the sealing washer extrusion has realized carrying out fixed connection's purpose to annular supporting plate and veneer between annular supporting plate and the veneer.

Preferably, a stress plate is lapped below the annular support plate, and the top of the stress plate is attached to one end, far away from the annular support plate, of the soft rubber pad.

Through the stress plate, the purpose of dispersing the stress of the single plate is achieved, and the possibility that the single plate is damaged due to overlarge stress is reduced.

Preferably, the buffering module comprises a soft rubber pad, and the top of the soft rubber pad is fixedly connected with the bottom of the annular supporting plate.

Through setting up soft cushion, when the annular support plate extrudees the atress board, realized buffering between annular support plate and the atress board, avoided the purpose of annular support plate scratch atress board as far as possible.

Preferably, the stress plate is provided with a plurality of water drainage holes, the stress plate is provided with through holes, and the water drainage pipes are in through connection with the stress plate through the through holes.

Through setting up the water hole down, realized carrying out the purpose of discharging the water in the soil on the atress board.

To sum up, the technical effect and the advantage of this application: according to the municipal highway pavement structure, when in rainy weather, part of rainwater can permeate into soil below the single plate through the single plate, and at the moment, the rainwater can enter the annular pipe through the water inlet hole on the annular pipe and then is discharged through the sewer pipe, so that the purpose of secondary drainage is realized, the corrosion speed of the single plate is slowed down, and the service life of the single plate is prolonged; in addition, when the structure is installed, the stress plate is placed in the ground, the annular supporting plate provided with the single plate is lapped on the ground, then the structure below the single plate is buried in the ground, and when the single plate is stressed, the stress plate is stressed and extruded by the annular supporting plate, so that the purpose of dispersing the stress of the single plate is achieved, and the possibility of damage caused by overlarge stress of the single plate is reduced.

Drawings

FIG. 1 is a schematic cross-sectional perspective view illustrating a veneer structure according to the present application;

FIG. 2 is a perspective view of the present application showing the configuration of a toroidal tube;

FIG. 3 is an enlarged view taken at A of FIG. 2 of the present application;

fig. 4 is a schematic diagram illustrating a structure of a stress-bearing plate according to the present application.

In the figure: 1. a single board; 2. a sewer pipe; 3. a first filter screen; 4. an annular tube; 5. a water inlet hole; 6. a second filter screen; 7. a card slot; 8. an annular support plate; 9. a water leakage hole; 10. a seal ring; 11. a stress plate; 12. perforating; 13. a soft rubber cushion; 14. a drain hole.

Detailed Description

The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only a part of the embodiments of the present application, and not all of the embodiments.

Referring to fig. 1, a municipal administration highway road surface laying structure, including veneer 1, veneer 1 specifically is the fragment of brick, has seted up the jack on the veneer 1, and the downcomer 2 is inserted through the jack in veneer 1, and the rainwater on the veneer 1 can be discharged to the ground bottom through downcomer 2 for reduce the possibility of road ponding. The outer surface of downcomer 2 is fixed the intercommunication has annular pipe 4, has seted up a plurality of inlet openings 5 on the annular pipe 4, and inlet opening 5 is used for discharging the ponding below veneer 1. The interior of the downcomer 2 is provided with a blocking module for preventing silt from entering the interior of the downcomer 2, the blocking module comprises a first filter screen 3, the outer surface of the first filter screen 3 is fixedly connected with the interior of the downcomer 2, the first filter screen 3 is located on the inner side, close to the single plate 1, of the downcomer 2, and the first filter screen 3 is used for avoiding impurities from entering the interior of the downcomer 2 as much as possible and avoiding blockage of the downcomer 2 as much as possible.

Referring to fig. 2 and 3, be provided with on the ring pipe 4 and be used for preventing that silt from getting into the inside interception module of ring pipe 4, the interception module includes second filter screen 6, and the quantity of second filter screen 6 is unanimous with the quantity of inlet opening 5, and a plurality of second filter screens 6 distribute through a plurality of inlet openings 5 and ring pipe 4 fixed connection, and second filter screen 6 is arranged in avoiding silt to get into ring pipe 4 as far as possible, blocks up ring pipe 4.

Referring to fig. 2 and 4, a clamping groove 7 is formed in the bottom of the veneer 1, an annular support plate 8 is movably inserted into the veneer 1 through the clamping groove 7, and the annular support plate 8 is used for supporting the veneer 1 and simultaneously starts the function of limiting the position of the veneer 1. Be provided with the installation module that is used for the 8 positions of fixed ring shape backup pad on the ring shape backup pad 8, the installation module includes the sealing washer 10 of establishing with the fixed cover of ring shape backup pad 8, and sealing washer 10 passes through draw-in groove 7 and the 1 laminating of veneer, inserts the draw-in groove 7 with the one end that ring shape backup pad 8 is connected with sealing washer 10, and sealing washer 10 extrudees between veneer 1 and ring shape backup pad 8, and sealing washer 10 is used for fixing the below at veneer 1 to ring shape backup pad 8.

Referring to fig. 2 and 4, the bottom of the annular supporting plate 8 is provided with a buffering module for buffering the stress of the veneer 1, the annular supporting plate 8 is provided with a plurality of water leakage holes 9, and the water leakage holes 9 are used for discharging accumulated water inside the annular supporting plate 8. The buffer module comprises a soft rubber cushion 13, the top of the soft rubber cushion 13 is fixedly connected with the bottom of the annular supporting plate 8, a stress plate 11 is lapped below the annular supporting plate 8, and the stress plate 11 is used for dispersing the pressure on the single plate 1. The top of the stress plate 11 is attached to one end, far away from the annular supporting plate 8, of the soft rubber pad 13, the soft rubber pad 13 is used for buffering between the annular supporting plate 8 and the stress plate 11, and the stress plate 11 is prevented from being scratched after the annular supporting plate is stressed as far as possible. The stress plate 11 is provided with a plurality of water drainage holes 14, and the water drainage holes 14 are used for draining water in the soil on the stress plate 11. The stress plate 11 is provided with a perforation 12, the downcomer 2 is connected with the stress plate 11 through the perforation 12 in a penetrating way, and the downcomer 2 can pass through the stress plate 11 through the perforation 12 to discharge water to the ground bottom.

The working principle is as follows: this structure is using, inside placing into the soil through stress plate 11, then insert veneer 1's bottom through draw-in groove 7 with annular support plate 8, utilize sealing washer 10 to fix annular support plate 8 in veneer 1's bottom, then with 8 overlap joints of annular support plate on stress plate 11, then use in burying veneer 1 below structure in the soil, when veneer 1's top atress this moment, make veneer 1 extrusion annular support plate 8, at this moment annular support plate 8 receives decurrent power and extrudees stress plate 11, thereby the purpose of veneer 1 atress dispersion has been reached, and then the too big and damaged possibility of veneer 1 atress has been reduced.

When the weather is rainy, most of water above the veneer 1 can be drained to the ground bottom through the sewer pipe 2. Avoid surface water as far as possible, and a small part of water can cause the bottom of veneer 1 to receive the corruption of water easily in the earth of veneer 1 below infiltration through veneer 1, and the rainwater can flow into inside annular pipe 4 through inlet opening 5 on the annular pipe 4 this moment, and rethread annular pipe 4 enters into and discharges in downcomer 2 to the purpose of secondary drainage has been realized, and then has slowed down the speed that veneer 1 received the corruption.

The above description is only for the preferred embodiments of the present application, but the scope of the present application is not limited thereto, and any person skilled in the art should be considered to be within the scope of the present application, and all equivalent substitutions and changes according to the technical solutions and the inventive concepts of the present application should be covered by the scope of the present application.

Claims

1. The utility model provides a municipal administration highway road surface laying structure, includes veneer (1), its characterized in that, the fixed intercommunication in bottom of veneer (1) has downcomer (2), downcomer (2) inside is provided with and is used for preventing that silt from entering into the inside module that blocks of downcomer (2), the fixed surface intercommunication of downcomer (2) has annular pipe (4), inlet opening (5) have been seted up on annular pipe (4), be provided with on annular pipe (4) and be used for preventing that silt from entering the inside interception module of annular pipe (4).

2. The municipal road pavement structure according to claim 1, wherein the stopping module comprises a first filter (3), the outer surface of the first filter (3) is fixedly connected with the interior of the sewer pipe (2), and the first filter (3) is positioned at the inner side of the sewer pipe (2) close to the veneer (1).

3. The municipal road pavement structure according to claim 1, wherein the intercepting module comprises a second filter (6), the second filter (6) being fixedly connected to the annular pipe (4) through a water inlet (5).

4. The municipal road pavement structure according to claim 1, wherein a clamping groove (7) is formed in the bottom of the veneer (1), an annular support plate (8) is movably inserted into the veneer (1) through the clamping groove (7), an installation module for fixing the position of the annular support plate (8) is arranged on the annular support plate (8), a buffer module for buffering the stress of the veneer (1) is arranged at the bottom of the annular support plate (8), and a plurality of water leakage holes (9) are formed in the annular support plate (8).

5. The municipal road pavement structure according to claim 4, wherein the mounting module comprises a sealing ring (10) fixedly sleeved with the annular support plate (8), and the sealing ring (10) is attached to the veneer (1) through the clamping groove (7).

6. A town road-surfacing structure according to claim 4, characterised in that a stress plate (11) is lapped under the ring-shaped supporting plate (8).

7. The municipal road pavement structure according to claim 6, wherein the cushion module comprises a soft rubber mat (13), the top of the soft rubber mat (13) is fixedly connected with the bottom of the annular support plate (8), and the top of the stress plate (11) is attached to one end, away from the annular support plate (8), of the soft rubber mat (13).

8. The municipal road pavement structure according to claim 7, wherein the stress plate (11) is provided with a plurality of sewer holes (14), the stress plate (11) is provided with perforations (12), and the sewer pipe (2) is connected with the stress plate (11) through the perforations (12).