CN218561996U

CN218561996U - Combined water seepage brick and arched pavement structure

Info

Publication number: CN218561996U
Application number: CN202223165169.1U
Authority: CN
Inventors: 李嵊; 梅芳芳; 陈伯轶; 林择珊; 章金水
Original assignee: Xiamen Xiangning Technology Co ltd
Current assignee: Xiamen Xiangning Technology Co ltd
Priority date: 2022-11-28
Filing date: 2022-11-28
Publication date: 2023-03-03
Anticipated expiration: 2032-11-28

Abstract

The utility model discloses a combined infiltration brick and arch road surface structure belongs to garden engineering technical field, and it is including the infiltration brick, the lower surface of infiltration brick and the last fixed surface of arch upper surface layer are connected, a plurality of diversion flume has been seted up to the upper surface of arch upper surface layer. This combined infiltration brick and arch road surface structure, through setting up infiltration brick and bed course, make this road surface when the too big condition of rainfall, the arch upper strata makes this road surface be the arch that high both sides in the middle are low, make in a large amount of rainwater can flow in the guiding gutter of this road surface both sides automatically because of the angle on road surface, and the inner mechanism of infiltration brick is provided with the water storage chamber, make when a large amount of ponding are flowing in the guiding gutter through this road surface, partial ponding can flow in the guiding gutter on the infiltration brick in the guiding gutter, make ponding temporarily leave in the water storage intracavity wait to discharge into the guiding gutter, thereby make the drainage function on this road surface better, and easily carry out the drainage to the rainwater in the short time.

Description

Combined water seepage brick and arched pavement structure

Technical Field

The utility model belongs to the technical field of the garden engineering, specifically be a combined infiltration brick and arch road surface structure.

Background

In the laying on road surface, because need consider the rainwater and the drainage problem on road surface, keep away from the road surface and usually can take the mode of mating formation that adds the infiltration brick at the surface course, current road surface passes through both sides guiding gutter drainage, but produce in the middle of the road surface that ponding is difficult for discharging into the guiding gutter, the drainage function is relatively poor when the rainfall is too big, excessive rainwater is difficult to carry out the drainage from infiltration brick infiltration ground in the short time, and infiltration brick function singleness, the process that the infiltration brick absorbed the rainwater is slow, thereby make the road surface produce too much ponding easily.

SUMMERY OF THE UTILITY MODEL

Technical problem to be solved

In order to overcome prior art's above-mentioned defect, the utility model provides a combined infiltration brick and arch road surface structure has solved current road surface and has passed through both sides guiding gutter drainage, but produce in the middle of the road surface that ponding is difficult for discharging into the guiding gutter, the drainage function is relatively poor when the rainfall is too big, excessive rainwater is difficult to carry out the drainage from infiltration brick infiltration ground in the short time, and infiltration brick function singleness, the process that the infiltration brick absorbed the rainwater is slow, thereby make the road surface produce the problem of too much ponding easily.

(II) technical scheme

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a combined infiltration brick and arch road surface structure, includes the infiltration brick, the lower surface of infiltration brick and the last fixed surface of arch upper surface layer are connected, a plurality of diversion channel has been seted up to the upper surface of arch upper surface layer, the lower surface of arch upper surface layer and the last fixed surface of lower surface layer are connected, the lower surface of lower surface layer and the last fixed surface of road bed are connected, the lower surface of road bed and the last fixed surface of bed course are connected.

As a further aspect of the present invention: the equal fixedly connected with embankment of both sides face on bed course, be provided with the retaining chamber in the infiltration brick.

As a further aspect of the present invention: a first clamping groove is formed in the upper surface of the embankment, and a hard road shoulder is clamped on the inner wall of the first clamping groove.

As a further aspect of the present invention: the diversion trench is arranged on the upper surface of the embankment, and the diversion hole is formed in one side of the inner wall of the embankment.

As a further aspect of the present invention: and a second clamping groove is formed in the upper surface of the embankment, and a water grate is clamped on the inner wall of the second clamping groove.

As a further aspect of the present invention: the upper surface of infiltration brick is provided with a plurality of guiding gutter, the upper surface and the lower surface of infiltration brick all are provided with a plurality of guiding gutter.

(III) advantageous effects

Compared with the prior art, the beneficial effects of the utility model reside in that:

1. the combined water seepage brick and the arched pavement structure are characterized in that the water seepage brick, an arched upper surface layer, a water diversion groove, a lower surface layer, a roadbed and a cushion layer are arranged, when the pavement needs to be constructed, constructors can lay the cushion layer on the ground firstly, lay the roadbed on the cushion layer, lay the lower surface layer on the roadbed, lay the arched upper surface layer on the lower surface layer, and the water diversion groove arranged on the surface of the arched upper surface layer corresponds to a water diversion hole in the water seepage brick, so that when the pavement is subjected to overlarge rainfall, the arched upper surface layer enables the pavement to be arched with high middle and low two sides, a large amount of rainwater can automatically flow into the water diversion grooves on the two sides of the pavement due to the angle of the pavement, and an internal mechanism of the water seepage brick is provided with a water storage cavity, so that when a large amount of rainwater flows into the water diversion groove through the pavement, part of the accumulated water can flow into the water diversion groove on the water seepage brick along the water diversion groove, the accumulated water can be stored in the water storage cavity for waiting to be drained into the water diversion groove temporarily, and the rainwater can be drained easily drained in the water storage cavity.

2. This combined infiltration brick and arch road surface structure through setting up infiltration brick, guiding gutter, water guide hole and retaining chamber for the infiltration brick is at the in-process of drainage, and the rainwater flow passes through the guiding gutter and flows into the water guide hole, and the guiding gutter makes the rainwater flow in the retaining intracavity and waits to discharge, and under the great condition of rainwater water yield, makes partly rainwater flow in the water of retaining chamber slowly discharge, through the mode of retaining chamber retaining, has reduced the pressure of road surface drainage.

3. This combined infiltration brick and arch road surface structure, through setting up the embankment, the guiding gutter, second draw-in groove and water grate, make this road surface through set up the second draw-in groove on the embankment, make water grate card on the second draw-in groove, make water grate carry out the part to the guiding gutter and cover, the foreign matter that is difficult for on making the road surface is brought into the guiding gutter because of rivers, avoided the guiding gutter to lead to blockking up because of the foreign matter, water grate makes rivers can flow into the guiding gutter fast, make it carry out the drainage to this road surface easily.

Drawings

Fig. 1 is a schematic three-dimensional structure of the present invention;

FIG. 2 is a schematic structural view of the arched upper surface layer of the present invention;

fig. 3 is a schematic structural view of the embankment of the present invention;

fig. 4 is a three-dimensional structure schematic diagram of the water permeable brick of the utility model;

in the figure: 1. the water seepage device comprises water seepage bricks, 2 parts of an arched upper surface layer, 3 parts of water diversion grooves, 4 parts of a lower surface layer, 5 parts of a roadbed, 6 parts of a cushion layer, 7 parts of an embankment, 8 parts of a first clamping groove, 9 parts of a hard shoulder, 10 parts of the water diversion grooves, 11 parts of water diversion holes, 12 parts of a second clamping groove, 13 parts of a water grate, 14 parts of the water diversion grooves, 15 parts of the water diversion holes and 16 parts of a water storage cavity.

Detailed Description

The technical solution of the present patent will be described in further detail with reference to the following embodiments.

As shown in fig. 1-4, the utility model provides a technical solution: the utility model provides a combined infiltration brick and arch road surface structure, including infiltration brick 1, infiltration brick 1's lower surface and arch upper surface 2's last fixed surface are connected, a plurality of diversion channel 3 has been seted up to arch upper surface 2's upper surface, arch upper surface 2's lower surface and the last fixed surface of lower surface layer 4 are connected, lower surface 4's lower surface and roadbed 5's last fixed surface are connected, roadbed 5's lower surface and bed course 6's last fixed surface are connected, through setting up arch upper surface 2, make arch upper surface 2 can lay infiltration brick 1, and the guiding hole 15 of infiltration brick 1 bottom is corresponding with diversion channel 3, make this road surface discharge partial rainwater easily, thereby avoid the too big and difficult discharge's of rainwater water yield the condition.

Specifically, as shown in fig. 1, fig. 2 and fig. 3, diversion trench 10 has been seted up to the upper surface of embankment 7, and diversion hole 11 has been seted up to one side of embankment 7 inner wall, and through setting up embankment 7, diversion hole 11 on embankment 7 makes in rainwater can be better flows in diversion trench 10, and diversion trench 10 makes during rainwater can be smooth the inflow sewer to avoid the condition of surface gathered water to take place.

Specifically, as shown in fig. 1, fig. 2 and fig. 3, a second clamping groove 12 is formed in the upper surface of the embankment 7, a water grate 13 is clamped on the inner wall of the second clamping groove 12, and by means of the water grate 13, under the condition that the amount of rainwater is too large, the water grate 13 prevents rainwater from washing foreign matters on the road surface into the diversion trench 10, so that the diversion trench 10 is not easily blocked.

Specifically, as shown in fig. 4, the upper surface of the water seepage brick 1 is provided with a plurality of water guide grooves 14, the upper surface and the lower surface of the water seepage brick 1 are provided with a plurality of water guide holes 15, the water storage cavity 16 is arranged in the water seepage brick 1, and the water seepage brick 1 is arranged, so that the water guide grooves 14 on the water seepage brick 1 guide rainwater to flow into the water guide holes 15, and under the condition of overlarge rainwater amount, the rainwater enters the water storage cavity 16 for temporary storage and is drained at a constant speed.

The utility model discloses a theory of operation does:

when needs are under construction to this road surface, constructor can be earlier through laying bed course 6 subaerial, lay road bed 5 on bed course 6, lay lower surface course 4 on road bed 5, lay arch upper surface course 2 on lower surface course 4, and the diversion channel 3 that sets up on arch upper surface course 2 surface is corresponding with the guiding water hole 15 on the infiltration brick 1, the embankment 7 that the bed course 6 both sides set up, with hard shoulder 9 along first draw-in groove 8 card on embankment 7, water grate 13 along second draw-in groove 12 card on embankment 7.

In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art through specific situations.

Although the preferred embodiments of the present patent have been described in detail, the present patent is not limited to the above embodiments, and various changes can be made without departing from the spirit of the present patent within the knowledge of those skilled in the art.

Claims

1. The utility model provides a combined infiltration brick and arch road surface structure, includes infiltration brick (1), its characterized in that: the lower surface of infiltration brick (1) is connected with the last fixed surface of arch upper surface layer (2), a plurality of diversion flume (3) have been seted up to the upper surface of arch upper surface layer (2), the lower surface of arch upper surface layer (2) is connected with the last fixed surface of lower surface layer (4), the lower surface of lower surface layer (4) is connected with the last fixed surface of road bed (5), the lower surface of road bed (5) is connected with the last fixed surface of bed course (6).

2. The combination type water permeable brick and arch-shaped pavement structure according to claim 1, wherein: the both sides face of bed course (6) all fixedly connected with embankment (7), be provided with water storage chamber (16) in infiltration brick (1).

3. The combination type water permeable brick and arch-shaped pavement structure of claim 2, wherein: a first clamping groove (8) is formed in the upper surface of the embankment (7), and a hard shoulder (9) is clamped on the inner wall of the first clamping groove (8).

4. The combination type water permeable brick and arch-shaped pavement structure according to claim 3, wherein: the upper surface of embankment (7) has seted up guiding gutter (10), diversion hole (11) have been seted up to one side of embankment (7) inner wall.

5. The combination type water-permeable brick and arched pavement structure according to claim 3, wherein: a second clamping groove (12) is formed in the upper surface of the embankment (7), and a water grate (13) is clamped on the inner wall of the second clamping groove (12).

6. The combination type water permeable brick and arch-shaped pavement structure according to claim 1, wherein: the upper surface of infiltration brick (1) is provided with a plurality of guiding gutter (14), the upper surface and the lower surface of infiltration brick (1) all are provided with a plurality of water guiding hole (15).