CN216947703U - Ground penetrating structure - Google Patents

Abstract

The disclosure relates to the technical field of sponge city construction, in particular to a ground permeation structure. The ground penetrating structure comprises a water penetrating layer, wherein first asphalt layers are arranged on two sides of the water penetrating layer; a supporting member is arranged below the water seepage layer, the supporting member is supported on the first asphalt layers positioned on the two sides of the water seepage layer, a water seepage hole is formed in the supporting member, and a liquid sensor is arranged on the supporting member; the supporting member is provided with a water seepage tank below, the water seepage tank is provided with a water outlet, the water seepage tank is provided with a control member, the control member is electrically connected with the liquid sensor, and the control member is used for closing or opening the water outlet. The supporting member is arranged below the water seepage layer and supported on the first asphalt layers on two sides of the water seepage layer, so that the supporting member can support the water seepage layer and cannot influence the water seepage effect of the ground seepage structure; when the rainstorm weather occurs, more and more water is accumulated in the water seepage tank, and the control component is used for opening the water outlet to discharge the accumulated rainwater.

Description

Ground penetrating structure

Technical Field

The utility model relates to a sponge city construction technical field especially relates to a ground infiltration structure.

Background

The sponge city is a city with good elasticity in the aspects of adapting to environmental changes, coping with natural disasters caused by rainwater and the like. Simply speaking, the city can absorb water, store water, seep water and purify water when raining like a sponge, and release and utilize the stored water when needed.

Current sponge city ground infiltration structure when using, because long-term infiltration can make ground hardness reduce, often causes to sink, simultaneously, when torrential rain weather, ponding can not in time be discharged, and then has lost the effect of infiltration.

SUMMERY OF THE UTILITY MODEL

To solve the above technical problem or at least partially solve the above technical problem, the present disclosure provides a ground penetration structure.

The present disclosure provides a ground penetrating structure, comprising: the water seepage layer is provided with first asphalt layers on two sides; the supporting member is arranged below the water seepage layer and is supported on the first asphalt layer positioned on two sides of the water seepage layer, a water seepage hole is formed in the supporting member, and a liquid sensor is arranged on the supporting member; the water seepage tank is arranged below the supporting member, a water outlet is formed in the water seepage tank, a control member is arranged on the water seepage tank and electrically connected with the liquid sensor, and the control member is used for closing or opening the water outlet.

Optionally, the water seepage layer includes from the top down second pitch layer, gravel layer and the activated carbon layer that sets gradually, the water permeability on second pitch layer is greater than the water permeability on first pitch layer.

Optionally, the supporting member includes a supporting frame and a fixing block fixedly connected to the supporting frame, a fixing groove is formed in the first asphalt layer, and the fixing block is fixed in the fixing groove.

Optionally, the number of the fixing grooves is two, and the two fixing grooves are respectively arranged on the first asphalt layers on two sides of the water seepage layer; the number of the fixed blocks is two, the two fixed blocks are respectively arranged at two opposite side edges of the support frame, and the two fixed blocks are respectively fixed in the two fixed grooves.

Optionally, its characterized in that, the infiltration hole is seted up on the support frame, the quantity in infiltration hole is a plurality of, and is a plurality of the infiltration hole distributes on the support frame.

Optionally, the support frame orientation a side surface of permeable layer is provided with a plurality of depressed areas, the infiltration hole all sets up depressed area department, and every depressed area department is provided with a plurality ofly the infiltration hole.

Optionally, the control member includes an air cylinder and a gate connected to a piston rod of the air cylinder, the gate is disposed at the water outlet, and the air cylinder is configured to drive the gate to close or open the water outlet.

Optionally, a sliding groove is formed in the water seepage box, and the gate is connected with the sliding groove in a sliding mode.

Optionally, an accommodating cavity for accommodating the cylinder and the gate is arranged inside the side wall of the water seepage tank, the accommodating cavity is provided with an opening communicated with the water outlet, and the gate slides out of the accommodating cavity through the opening to close the water outlet.

Optionally, the number of the cylinders is two, the two cylinders are arranged side by side, and piston rods of the two cylinders are connected with the gate.

Compared with the prior art, the technical scheme provided by the embodiment of the disclosure has the following advantages:

according to the ground infiltration structure provided by the disclosure, the support member is arranged below the water infiltration layer and supported on the first asphalt layers positioned on two sides of the water infiltration layer, so that the water infiltration layer can be effectively supported by the support member, and the water infiltration layer is ensured not to collapse after long-term water infiltration; the supporting member is provided with the water seepage holes, and the water seepage tank is arranged below the supporting member, so that rainwater can be ensured to finally permeate into the soil layer through the water seepage holes and the water seepage tank after permeating downwards through the water seepage layer, and the rainwater permeation function is realized; through set up liquid sensor on the supporting member, set up the outlet on oozing the water tank, and set up the control member who is used for closing or opening the outlet on oozing the water tank, so when meetting torrential rain weather, can utilize liquid sensor to detect the water level in the oozing the water tank, and when the water level in the oozing the water tank was crossed liquid sensor, in time open the outlet of oozing the water tank through control member, the interior ponding of discharge oozing the water tank, keep bottom surface infiltration structure's infiltration effect, thereby not only can effectively support the road surface, prevent that ground from collapsing, can also be when supporting the infiltration layer, do not influence ground infiltration structure's infiltration effect.

Drawings

The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate embodiments consistent with the present disclosure and together with the description, serve to explain the principles of the disclosure.

In order to more clearly illustrate the embodiments or technical solutions in the prior art of the present disclosure, the drawings used in the description of the embodiments or prior art will be briefly described below, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without inventive exercise.

Fig. 1 is a schematic structural view of a surface infiltration apparatus according to some embodiments of the present disclosure;

FIG. 2 is a schematic cross-sectional view of a surface infiltration apparatus according to some embodiments of the present disclosure;

FIG. 3 is a schematic structural view of a support member of a surface penetrating device according to some embodiments of the present disclosure;

fig. 4 is a schematic structural view of a water penetration tank of the ground infiltration apparatus according to some embodiments of the present disclosure;

fig. 5 is a schematic cross-sectional view of a water penetration tank of the ground infiltration apparatus according to some embodiments of the present disclosure;

fig. 6 is a schematic cross-sectional view of a surface infiltration apparatus according to further embodiments of the present disclosure.

Wherein, 1, a water seepage layer; 101. a second asphalt layer; 102. a sandstone layer; 103. an activated carbon layer; 2. a first asphalt layer; 201-supporting steps; 3. fixing grooves; 4. a support member; 401. a fixed block; 402. a support frame; 403. a water seepage hole; 5. a liquid sensor; 6. a water seepage tank; 601. a water outlet; 602. a chute; 7. a control member; 701. a cylinder; 702. a gate; 10. a soil layer; 11. and a water discharge pipe.

Detailed Description

In order that the above objects, features and advantages of the present disclosure may be more clearly understood, aspects of the present disclosure will be further described below. It should be noted that the embodiments and features of the embodiments of the present disclosure may be combined with each other without conflict.

In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present disclosure, but the present disclosure may be practiced otherwise than as described herein; it is to be understood that the embodiments disclosed in the specification are only a few embodiments of the present disclosure, and not all embodiments.

Referring to fig. 1 to 6, some embodiments of the present disclosure provide a ground infiltration structure, which includes an infiltration layer 1, a support member 4, and an infiltration tank 6, specifically, first asphalt layers 2 are disposed on both sides of the infiltration layer 1; the supporting member 4 is arranged below the water seepage layer 1 and is supported on the first asphalt layer 2 positioned at two sides of the water seepage layer 1, the supporting member 4 is provided with water seepage holes 403, and the supporting member 4 is provided with a liquid sensor 5; the water seepage tank 6 is arranged below the supporting member 4, a water outlet 601 is formed in the water seepage tank 6, a control member 7 is arranged on the water seepage tank 6, the control member 7 is electrically connected with the liquid sensor 5, and the control member 7 is used for closing or opening the water outlet 601.

It should be noted that, the first asphalt layer 2 of the above embodiments of the present disclosure may specifically be a common asphalt layer, that is, an asphalt layer for forming a hard ground, and the asphalt layer has high hardness and structural strength, is not easy to collapse, and can effectively support the support member 4.

When adopting the ground infiltration structure of this above-mentioned embodiment of this disclosure to carry out rainwater infiltration, the rainwater permeates water layer 1 and flows to supporting member 4 on, in permeating water case 6 flows through infiltration hole 403 on supporting member 4, permeates water case 6 again and permeates to soil horizon 10, realizes the rainwater infiltration function. After long-term rainwater infiltration, the hardness of the water infiltration layer 1 is reduced, the water infiltration layer 1 can generate a downward movement trend under the action of gravity due to the gravity of the water infiltration layer 1, the trend finally acts on the supporting member 4, and further the gravity of the water infiltration layer 1 is offset, and the rainwater can pass through the water infiltration layer 1 and finally flows into the water infiltration holes 403 due to the fluidity of the water, so that the water infiltration layer 1 can be supported, and the water infiltration effect cannot be influenced; when meeting torrential rain weather, the speed that soil horizon 10 absorbed moisture can be less than the speed of infiltration, can lead to oozing the water of accumulation in the water tank 6 more and more, and last flood liquid sensor 5, liquid sensor 5 can send the signal for control member 7, and control member 7 opens outlet 601, and the rainwater that will accumulate in the water tank 6 passes through outlet 601 and discharges, prevents to influence the infiltration effect of ground infiltration structure.

In some embodiments, referring to fig. 2 and 6, the water-permeable layer 1 includes a second asphalt layer 101, a sand layer 102 and an activated carbon layer 103, which are sequentially disposed from top to bottom, and the water permeability of the second asphalt layer 101 is greater than that of the first asphalt layer 2.

During concrete implementation, second asphalt layer 101 can adopt the asphalt layer that permeates water, second asphalt layer 101 compares in ordinary asphalt layer has better water permeability, realization infiltration effect that can be better, because water has mobility, so the rainwater can see through second asphalt layer 101 and flow to gravel and sand layer 102, see through gravel and sand layer to activated carbon layer 103 again, because activated carbon has the adsorptivity, can adsorb the sand in the rainwater, guarantee that the rainwater can arrive soil horizon 10 smoothly, and can not block up infiltration hole 403 on the supporting member 4.

In some embodiments, referring to fig. 2 and 3, the supporting member 4 includes a supporting frame 402 and a fixing block 401 fixedly connected to the supporting frame 402, the fixing groove 3 is formed on the first asphalt layer 2, and the fixing block 401 is fixed in the fixing groove 3, so as to support the supporting member 4 by the first asphalt layer 2.

Further, as shown in fig. 2 and fig. 3, the number of the fixing grooves 3 is two, and the two fixing grooves 3 are respectively disposed on the first asphalt layers 2 located at both sides of the water seepage layer 1; the quantity of fixed block 401 is two, and two fixed blocks 401 set up respectively in two relative side departments of support frame 402, and two fixed blocks 401 are fixed respectively in two fixed slots 3.

During specific implementation, the shape and the size of the fixing block 401 can be matched with the shape and the size of the fixing groove 3, a lateral thrust is applied to the supporting frame 402, the thrust can be transmitted to the fixing block 401 through the supporting frame 402 due to the fact that the force has transmissibility, the motion state of an object can be changed due to the force, the fixing block 401 can be made to generate a motion trend, and when the motion trend is larger than the static friction force between the fixing block 401 and the fixing groove 3, the fixing block 401 can be fixed in the fixing groove 3.

In other embodiments, referring to fig. 6, the first asphalt layer 2 positioned at both sides of the water-permeable layer 1 is provided with a support step 201, and the support member 4 is supported on the support step 201. In this embodiment, only need to place supporting member 4 from the top down on supporting step 201, can realize the supporting role of first pitch layer 2 to supporting member 4, the work progress is simpler, reduces construction cost.

In some embodiments, referring to fig. 3, the water seepage holes 403 are opened on the support frame 402, the number of the water seepage holes 403 is plural, and the plural water seepage holes 403 are distributed on the support frame 402. The support frame 402 is distributed with a plurality of water seepage holes 403 to ensure the water seepage speed and water seepage effect of the support frame 402.

Further, as shown in fig. 3, a side surface of the supporting frame 402 facing the water seepage layer 1 is provided with a plurality of recessed areas, the water seepage holes 403 are all provided at the recessed areas, and each recessed area is provided with a plurality of water seepage holes 403. By adopting the design of the sunken area, the sunken area can be utilized to better guide the flow direction of water, the water is gathered at the sunken area, and the water seepage holes 403 at the sunken area flow into the water seepage tank 6 below the supporting member 4, so that the water flows fast and the surface water accumulation of the supporting member 4 is avoided.

In some embodiments, referring to fig. 4 and 5, the control member 7 comprises a cylinder 701 and a shutter 702 connected to a piston rod of the cylinder 701, the shutter 702 is disposed at the drain 601, and the cylinder 701 is used for driving the shutter 702 to close or open the drain 601. The cylinder 701 is used for driving the gate 702 to move, so that the gate 702 can close or open the water outlet 601, and the water outlet is simple in structure and good in stability and reliability.

Further, as shown in fig. 4 and fig. 5, the water penetration tank 6 is provided with a sliding groove 602, the gate 702 is slidably connected with the sliding groove 602, and the gate 702 slides along the sliding groove 602 under the driving of the cylinder 701, so as to ensure the reliability of the movement of the gate 702.

Specifically, a piston rod of the cylinder 701 is fixedly connected with the gate 702, and can drive the gate to slide along the sliding groove 602 on the infiltration tank 6. When rainstorm weather occurs, the water flow is large, the diffusion speed of the water flowing to the water seepage tank 6 to the soil layer 10 is lower than the water seepage speed, finally, the water accumulated in the water seepage tank 6 is more and more, finally, the water overflows the liquid sensor 5, the liquid sensor 5 sends a signal to enable the air cylinder 701 to be started, air can be input from a rodless air cavity of the air cylinder 701, compressing, exhausting gas from the rod cavity of the cylinder 701, pushing the piston to move by the thrust formed by the pressure difference between the two cavities of the cylinder 701 acting on the piston, retracting the piston rod to generate pulling force, since the force can change the motion state of the object, the shutter 702 can generate a motion trend, when the tendency of movement is greater than the static friction between the gate 702 and the chute 602, the gate 702 may be caused to move along the chute 602, thereby opening the drain port 601 and finally draining the accumulated rainwater in the infiltration tank 6 through the drain pipe 11 connected to the drain port 601 of the infiltration tank 6.

In some embodiments, as shown in fig. 4 and 5, an accommodating cavity for accommodating the cylinder 701 and the gate 702 is provided inside the side wall of the infiltration tank 6, the sliding groove 602 is provided in the accommodating cavity, the accommodating cavity has an opening communicating with the drainage port 601, and the gate 702 slides out of the accommodating cavity through the sliding groove 602 to close the drainage port 601. The cylinder 701 and the gate 702 are arranged inside the side wall of the water seepage tank 6 to ensure the tightness of the cylinder 701, so that the cylinder 701 can work normally and cannot be damaged and stop working due to water inflow.

In one embodiment, the number of the cylinders 701 is two, the two cylinders 701 are arranged side by side, and the piston rods of the two cylinders 701 are connected with the gate 702. Through setting up two cylinders 701, drive gate 702 motion together to guarantee still can normally open gate 702 under the great condition of water pressure, can also guarantee the stationarity that gate 702 opened simultaneously.

Of course, the control member 7 is not limited to include the cylinder 701 and the shutter 702, that is, is not limited to use the cylinder 701 to drive the shutter 702 to close or open the water outlet 601, and other driving mechanisms, such as an electric push rod, a driving motor matching with a rack and pinion, etc., may also be used to drive the shutter 702 to close or open the water outlet 601, without departing from the design concept of the present disclosure.

It is noted that, in this document, relational terms such as "first" and "second," and the like, may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.

The foregoing are merely exemplary embodiments of the present disclosure, which enable those skilled in the art to understand or practice the present disclosure. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the disclosure. Thus, the present disclosure is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims (10)

1. A ground penetrating structure, comprising:

the water seepage device comprises a water seepage layer (1), wherein first asphalt layers (2) are arranged on two sides of the water seepage layer (1);

the supporting member (4) is arranged below the water seepage layer (1) and is supported on the first asphalt layer (2) positioned on two sides of the water seepage layer (1), a water seepage hole (403) is formed in the supporting member (4), and a liquid sensor (5) is arranged on the supporting member (4);

ooze water tank (6), set up in the below of supporting member (4), outlet (601) have been seted up on oozing water tank (6), be provided with control member (7) on oozing water tank (6), control member (7) with liquid sensor (5) electricity is connected, control member (7) are used for closing or opening outlet (601).

2. Ground penetrating structure according to claim 1, characterized in that said water-permeable layer (1) comprises, from top to bottom, a second bitumen layer (101), a sand layer (102) and an activated carbon layer (103), said second bitumen layer (101) having a water permeability greater than the water permeability of said first bitumen layer (2).

3. The ground infiltration structure of claim 1, wherein the supporting member (4) comprises a supporting frame (402) and a fixing block (401) fixedly connected with the supporting frame (402), the first asphalt layer (2) is provided with a fixing groove (3), and the fixing block (401) is fixed in the fixing groove (3).

4. The ground penetrating structure according to claim 3, wherein the number of the fixing grooves (3) is two, and two fixing grooves (3) are respectively provided on the first asphalt layer (2) at both sides of the water-permeable layer (1);

the number of the fixing blocks (401) is two, the two fixing blocks (401) are respectively arranged at two opposite side edges of the supporting frame (402), and the two fixing blocks (401) are respectively fixed in the two fixing grooves (3).

5. The ground penetrating structure according to claim 3, wherein said water penetrating holes (403) are opened on said supporting frame (402), said water penetrating holes (403) are plural in number, and said plural water penetrating holes (403) are distributed on said supporting frame (402).

6. The ground penetrating structure according to claim 5, wherein a side surface of said supporting frame (402) facing said water-permeable layer (1) is provided with a plurality of recessed areas, said water-permeable holes (403) are provided at said recessed areas, and each of said recessed areas is provided with a plurality of said water-permeable holes (403).

7. Ground penetration structure according to any one of claims 1 to 6, wherein the control member (7) comprises a cylinder (701) and a gate (702) connected to a piston rod of the cylinder (701), the gate (702) being arranged at the drain opening (601), the cylinder (701) being adapted to bring the gate (702) to close or open the drain opening (601).

8. Ground penetration structure according to claim 7, wherein the infiltration tank (6) is provided with a chute (602), and the gate (702) is slidably connected with the chute (602).

9. Ground penetrating structure according to claim 8, characterized in that the inside of the side wall of the infiltration tank (6) is provided with a receiving cavity for receiving the cylinder (701) and the shutter (702), the receiving cavity having an opening communicating with the drainage outlet (601), the shutter (702) sliding out of the receiving cavity through the opening to close the drainage outlet (601).

10. Ground penetration structure according to claim 7, wherein the number of cylinders (701) is two, two cylinders (701) are arranged side by side, and the piston rods of both cylinders (701) are connected with the gate (702).

Images