CN211312045U

CN211312045U - Municipal works infiltration concrete layer lays road bed

Info

Publication number: CN211312045U
Application number: CN201922154651.7U
Authority: CN
Inventors: 孟祥立; 曹婷婷
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-12-05
Filing date: 2019-12-05
Publication date: 2020-08-21
Anticipated expiration: 2029-12-05

Abstract

The utility model relates to a municipal works technical field just discloses a road bed is laid on municipal works infiltration concrete layer, including supporting baseplate, supporting baseplate's the first backup pad of last fixed surface of being connected with, the upper surface of first backup pad is provided with the concrete pavement, the left and right sides of concrete pavement upper surface all is pegged graft and is had first drain pipe. This municipal works infiltration concrete layer lays road bed, through first drain pipe, the second drain pipe, the third drain pipe, the outlet pipe, permeable formation and drainage slope cooperation, the probability of taking place the water erosion phenomenon has been reduced, the emergence of causing soil erosion and water loss problem because of water erosion has been reduced, the smoothness nature of drainage has been improved, the drainage effect of road bed has been strengthened, support riser, support diaphragm, the third backup pad, second backup pad and first backup pad cooperation, holistic fixity has been improved, avoided collapsing and causing the emergence of outlet pipe damage incident because of the road surface.

Description

Municipal works infiltration concrete layer lays road bed

Technical Field

The utility model relates to a municipal works technical field specifically is a road bed is laid to municipal works infiltration concrete layer.

Background

The urban road construction method has the advantages that the urban road construction method can reach all regions of a city, is used for urban traffic transportation and pedestrians, is convenient for resident life, work and cultural entertainment activities, is connected with roads outside the city to bear the roads for external traffic, is called as municipal urban roads, needs to excavate roadbeds in the early stage of urban road construction, serves as a bedding, can increase the stability of the roads, enables the roads to be more durable, and at present, troubles of urban road construction often involve prevention, control and solution of urban waterlogging.

For example, chinese patent publication No. CN209584750U discloses a municipal engineering concrete roadbed, which is basically described as: this municipal works concrete road bed can improve the security of road bed through the base, can support reinforcing bar framework and hang plate through the support column, can improve the bearing of road bed through reinforcing bar framework, can make the rainwater flow-down on road bed surface through the hang plate, can carry the rainwater through flowing water passageway.

The inventor finds that the following problems exist in the actual use process in the invention patent: in fact, the inclined plate is easy to generate water erosion phenomenon when in use, so that water and soil loss is caused, and the drainage is not smooth.

SUMMERY OF THE UTILITY MODEL

Technical problem to be solved

Not enough to prior art, the utility model provides a municipal works infiltration concrete layer lays road bed has solved and has actually taken place the erosion phenomenon easily when the hang plate uses, causes soil erosion and water loss, leads to the not smooth problem of drainage.

(II) technical scheme

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a road bed is laid on municipal works infiltration concrete layer, includes the supporting baseplate, the last fixed surface of supporting baseplate is connected with first backup pad, the upper surface of first backup pad is provided with the concrete pavement, the left and right sides of concrete pavement upper surface all pegs graft and has first drain pipe, the bottom of first drain pipe passes the upper surface of concrete pavement and pegs graft with the upper surface of first backup pad, the lateral surface of supporting baseplate is provided with the cross support layer, the inside peg graft of cross support layer has the outlet pipe, the middle part of supporting baseplate medial surface pegs graft and has the second drain pipe, the outer end of second drain pipe passes the middle part of supporting baseplate medial surface and pegs graft with the inboard of outlet pipe surface, the last fixed surface of cross support layer is connected with the drainage slope, the upper surface peg graft of drainage slope has the third drain pipe, the bottom of third drain pipe passes the upper surface of drainage slope and pegs graft with the surface of outlet pipe, the inner wall fixedly connected with guard plate of drainage slope, the protection hole has been seted up to the surface of guard plate, the lower fixed surface of first backup pad is connected with and supports the rail, the lower fixed surface of supporting the rail is connected with the permeable formation, the middle part fixedly connected with support frame of permeable formation lower surface, the lower fixed surface of support frame is connected with the second backup pad, the lower fixed surface of second backup pad is connected with and supports the riser, the lower fixed surface of support riser is connected with the third backup pad, the bottom fixedly connected with support diaphragm of support substrate medial surface.

Preferably, the protection holes are rhombic protection holes, and rhombic protection nets are arranged inside the protection holes.

Preferably, the inner walls of the second drain pipe and the third drain pipe are provided with drain pipe blocking nets.

Preferably, the transverse support is arranged in the transverse support layer and is made of mixed soil with the diameter of ten millimeters.

Preferably, the inner diameter of the second water discharge pipe is smaller than that of the water outlet pipe, and the inner diameter of the second water discharge pipe is matched with that of the third water discharge pipe.

Preferably, the inclination angles of the drainage slope and the support frame are respectively between forty-five degrees and fifty-five degrees.

(III) advantageous effects

Compared with the prior art, the utility model provides a road bed is laid on municipal works infiltration concrete layer possesses following beneficial effect:

1. this municipal works infiltration concrete layer lays road bed, through first drain pipe, the second drain pipe, the third drain pipe, the outlet pipe, permeable formation and drainage slope cooperation, the probability of taking place the water erosion phenomenon has been reduced, the emergence of causing soil erosion and water loss problem because of water erosion has been reduced, the smoothness nature of drainage has been improved, the drainage effect of road bed has been strengthened, support riser, support diaphragm, the third backup pad, second backup pad and first backup pad cooperation, holistic fixity has been improved, avoided collapsing and causing the emergence of outlet pipe damage incident because of the road surface.

2. This municipal works infiltration concrete layer lays road bed, through supporting baseplate, violently hold in the palm the layer, support rail and support frame cooperation, has strengthened the support effect to the concrete road surface, has strengthened the effect of supporting the concrete road surface, has further improved holistic stability.

Drawings

FIG. 1 is a schematic structural view of the present invention;

FIG. 2 is a schematic view of the vertical section of the structure of the present invention;

fig. 3 is an enlarged schematic view of the structure at a position a of the present invention.

In the figure: 1. supporting a substrate; 2. a first support plate; 3. concrete pavement; 4. a first drain pipe; 5. a transverse support layer; 6. a water outlet pipe; 7. a second drain pipe; 8. draining a water slope; 9. a third drain pipe; 10. a protection plate; 11. a protective aperture; 12. a support rail; 13. a permeable layer; 14. a support frame; 15. a second support plate; 16. a support vertical plate; 17. a third support plate; 18. supporting the transverse plate.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1-3, the present invention provides a technical solution: a road bed paved with a municipal engineering water seepage concrete layer comprises a supporting base plate 1, a first supporting plate 2 is fixedly connected to the upper surface of the supporting base plate 1, a concrete pavement 3 is arranged on the upper surface of the first supporting plate 2, a first drainage pipe 4 is inserted into the left side and the right side of the upper surface of the concrete pavement 3, the first drainage pipe 4, a second drainage pipe 7, a third drainage pipe 9, a drainage pipe 6, a permeable layer 13 and a drainage slope 8 are matched, the probability of water erosion is reduced, the problem of water and soil loss caused by water erosion is reduced, the smoothness of drainage is improved, the drainage effect of the road bed is enhanced, the bottom end of the first drainage pipe 4 penetrates through the upper surface of the concrete pavement 3 and is inserted into the upper surface of the first supporting plate 2, a transverse supporting layer 5 is arranged on the outer side surface of the supporting base plate 1, the transverse supporting layer 5, a supporting rail 12 and a supporting frame, the supporting effect on the concrete pavement 3 is enhanced, the effect of supporting the concrete pavement 3 is enhanced, the integral stability is further improved, the water outlet pipe 6 is inserted in the transverse support layer 5, the second water outlet pipe 7 is inserted in the middle of the inner side surface of the supporting substrate 1, the outer end of the second water outlet pipe 7 penetrates through the middle of the inner side surface of the supporting substrate 1 and is inserted in the inner side of the outer surface of the water outlet pipe 6, the upper surface of the transverse support layer 5 is fixedly connected with the drainage slope 8, the upper surface of the drainage slope 8 is inserted with the third water outlet pipe 9, the bottom end of the third water outlet pipe 9 penetrates through the upper surface of the drainage slope 8 and is inserted in the outer surface of the water outlet pipe 6, the inner wall of the drainage slope 8 is fixedly connected with the protection plate 10, the outer surface of the protection plate 10 is provided with the protection hole 11, the lower surface of the first supporting plate 2 is fixedly connected with the supporting, the lower fixed surface of support frame 14 is connected with second backup pad 15, the lower fixed surface of second backup pad 15 is connected with supports riser 16, support diaphragm 18, third backup pad 17, second backup pad 15 and the cooperation of first backup pad 2, holistic fixity has been improved, avoided collapsing because of the road surface and causing the emergence of outlet pipe 6 damage incident, the lower fixed surface of support riser 16 is connected with third backup pad 17, the bottom fixedly connected with support diaphragm 18 of 1 medial surface of supporting substrate.

The utility model discloses in, in order to prevent that soil erosion and water loss problem from worsening, consequently set up protection hole 11 and be rhombus protection hole, protection hole 11's inside is provided with the rhombus protection network, has reduced the probability that soil erosion and water loss problem takes place.

The utility model discloses in, be plugged up by rainwater carrying object for the water inlet to all be provided with drain pipe blocking net at the inner wall of second drain pipe 7 and third drain pipe 9, improved the smoothness nature of drainage.

The utility model discloses in, in order to play better supporting role to outlet pipe 6, consequently transversely be provided with in the inside of violently holding in the palm layer 5 and violently hold in the palm the thing, violently hold in the palm the thing and form for ten millimeters's thickness soil mixture preparation by the diameter, improved the supporting effect.

The utility model discloses in, in order to improve the cooperation between the spare part to the internal diameter that sets up second drain pipe 7 is less than the internal diameter of outlet pipe 6, and the internal diameter of second drain pipe 7 and the internal diameter looks adaptation of third drain pipe 9, furthest's performance spare part's effect.

The utility model discloses in, for there is better drainage effect, consequently set up the inclination of arranging water slope 8 and support frame 14 and all between forty-five degrees to fifty-five degrees, strengthened the drainage effect of arranging water slope 8.

When the rain water protection device is used, rain water falling on the upper surface of the drainage slope 8 directly enters the water outlet pipe 6 along the third drainage pipe 9 in rainy days and then flows out of the water outlet pipe 6, when the rain water falls on the protection plate 10, the rain water flows downwards onto the concrete pavement 3 along the protection plate 10 and then enters the support frame 14 along the first drainage pipe 4 through the permeable layer 13, and the rain water enters the water outlet pipe 6 along the second drainage pipe 7 along the support frame 14 and then flows out of the water outlet pipe 6.

To sum up, this municipal works infiltration concrete layer lays road bed, through first drain pipe 4, second drain pipe 7, third drain pipe 9, outlet pipe 6, permeable formation 13 and drainage slope 8 cooperation, the probability that takes place the water erosion phenomenon has been reduced, the emergence that causes soil erosion problem because of water erosion has been reduced, the smoothness nature of drainage has been improved, the drainage effect of road bed has been strengthened, support riser 16, support diaphragm 18, third backup pad 17, the cooperation of second backup pad 15 and first backup pad 2, the holistic fixity has been improved, the emergence of leading to the fact outlet pipe 6 damage incident because of the road surface collapses has been avoided.

This municipal works infiltration concrete layer lays road bed, through supporting baseplate 1, violently hold in the palm layer 5, support rail 12 and support frame 14 cooperation, has strengthened the support effect to concrete road surface 3, has strengthened the effect of supporting concrete road surface 3, has further improved holistic stability.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a municipal works infiltration concrete layer lays road bed, includes supporting baseplate (1), its characterized in that: the upper surface of the supporting substrate (1) is fixedly connected with a first supporting plate (2), the upper surface of the first supporting plate (2) is provided with a concrete pavement (3), the left side and the right side of the upper surface of the concrete pavement (3) are respectively spliced with a first drainage pipe (4), the bottom end of each first drainage pipe (4) penetrates through the upper surface of the concrete pavement (3) and is spliced with the upper surface of the first supporting plate (2), the outer side surface of the supporting substrate (1) is provided with a transverse supporting layer (5), a water outlet pipe (6) is spliced inside the transverse supporting layer (5), the middle part of the inner side surface of the supporting substrate (1) is spliced with a second drainage pipe (7), the outer end of each second drainage pipe (7) penetrates through the middle part of the inner side surface of the supporting substrate (1) and is spliced with the inner side of the outer surface of the water outlet pipe (6), the upper surface of the transverse supporting layer (5) is fixedly connected, the upper surface of the drainage slope (8) is spliced with a third drainage pipe (9), the bottom end of the third drainage pipe (9) penetrates through the upper surface of the drainage slope (8) and is spliced with the outer surface of the water outlet pipe (6), the inner wall of the drainage slope (8) is fixedly connected with a protection plate (10), the outer surface of the protection plate (10) is provided with a protection hole (11), the lower surface of the first supporting plate (2) is fixedly connected with a supporting rail (12), the lower surface of the supporting rail (12) is fixedly connected with a permeable layer (13), the middle part of the lower surface of the permeable layer (13) is fixedly connected with a supporting frame (14), the lower surface of the supporting frame (14) is fixedly connected with a second supporting plate (15), the lower surface of the second supporting plate (15) is fixedly connected with a supporting vertical plate (16), and the lower surface of the supporting vertical plate (, and a supporting transverse plate (18) is fixedly connected to the bottom of the inner side surface of the supporting base plate (1).

2. The municipal works infiltration concrete layer of claim 1 lays road bed, characterized in that: the protection holes (11) are rhombic protection holes, and rhombic protection nets are arranged inside the protection holes (11).

3. The municipal works infiltration concrete layer of claim 1 lays road bed, characterized in that: and the inner walls of the second drain pipe (7) and the third drain pipe (9) are provided with drain pipe blocking nets.

4. The municipal works infiltration concrete layer of claim 1 lays road bed, characterized in that: the inside of the transverse supporting layer (5) is provided with a transverse supporting object which is made of mixed soil with the diameter of ten millimeters.

5. The municipal works infiltration concrete layer of claim 1 lays road bed, characterized in that: the inner diameter of the second water discharge pipe (7) is smaller than that of the water outlet pipe (6), and the inner diameter of the second water discharge pipe (7) is matched with that of the third water discharge pipe (9).

6. The municipal works infiltration concrete layer of claim 1 lays road bed, characterized in that: the inclination angles of the drainage slope (8) and the support frame (14) are between forty-five degrees and fifty-five degrees.