CN210002192U

CN210002192U - tennis court ground structure capable of rapidly seeping water

Info

Publication number: CN210002192U
Application number: CN201821958088.8U
Authority: CN
Inventors: 李谦
Original assignee: Sichuan Handsome Technology Group Co Ltd
Current assignee: Shanghai Lianggu Ecological Environment Technology Co., Ltd
Priority date: 2018-11-26
Filing date: 2018-11-26
Publication date: 2020-01-31
Anticipated expiration: 2028-11-26

Abstract

The utility model discloses a tennis court ground structure of quick infiltration, relate to tennis court ground drainage technical field, it includes plain soil layer to down in proper order, the broken stone layer is joined in marriage to the level, the coarse sand screed-coat, the primary color bottom and the colored drawing surface course that permeates water, be equipped with a plurality of drain pipes between level is joined in marriage between broken stone layer and the coarse sand screed-coat or the level is joined in marriage between broken stone layer and the plain soil layer, the primary color bottom that permeates water constitutes holistic subsurface top layer by binder and gravel, the coarse sand screed-coat comprises the coarse sand, water piping connection to water purification pond, the cistern is connected to the water purification pond, colored drawing surface course that permeates water is the colored drawing surface course unit concatenation of permeating water that two kinds of different colors and constitutes, the tennis court ground water permeability that the component is good, the function of permeating water is exerted to the abundant, avoid the rainwater to collect on tennis court ground through the drain pipe and can do the washing at ordinary times and protect the irrigation usefulness of cistern, improved rainwater utilization ratio, the area that utilizes the tennis court can improve the lower tennis court.

Description

tennis court ground structure capable of rapidly seeping water

Technical Field

The utility model relates to a tennis court ground drainage technical field, concretely relates to kinds of water permeability are good, but the function of full play infiltration, avoid the rainwater to collect the tennis court ground that influences normal use and can the reutilization rainwater in tennis court ground structure of permeating water fast.

Background

The ground structure of the existing outdoor tennis court is usually a cement ground structure and has poor water permeability, while the outdoor tennis court is arranged at the place with the lowest terrain in a school gym and has poor water permeability, rainwater cannot rapidly permeate below the ground in rainy season, and the low-lying tennis court is easy to form waterlogging.

SUMMERY OF THE UTILITY MODEL

For solving the defect that above-mentioned technique exists, the utility model provides an kinds of water permeability are good, but the function of full play infiltration, avoid the rainwater to collect the tennis court ground influence normal use and the quick ground structure that permeates water of tennis court that can the reutilization rainwater.

The utility model discloses realize that the technical scheme that above-mentioned technological effect adopted does:

tennis court ground structure of quick infiltration, ground structure includes plain soil layer, level distribution gravel layer, coarse sand screed-coat, the primary colour bottom layer of permeating water and colored drawing surface course layer of permeating water to lower and go up in proper order, colored drawing surface course is the concatenation of two kinds of different colored drawing surface course units and constitutes for colour drawing surface course unit and second colored drawing surface course unit respectively, colour drawing surface course unit includes second main part and establishes the solid fixed ring of rectangle on main part week edge, second colored drawing surface course unit includes the second main part and establishes the solid fixed ring of arc on second main part week edge, the main part comprises the same second unit, the unit includes the rectangle frame and establishes the left diagonal corner portion of second in the rectangle frame of second and the right diagonal corner portion of second , the second main part comprises the same second unit, the second unit includes the second rectangle frame and establishes the left diagonal corner portion and the right diagonal corner portion of the water collection pipe wall of the left side corner portion of the rectangle frame of second , the right side diagonal corner portion of the water collection pipe, the water collection pipe is equipped with the horizontal diagonal corner portion of the water collection pipe, the left side diagonal corner portion of the collection pipe is equipped with the straight fixed water collection pipe layer of the straight water collection pipe wall of the straight corner portion of the straight water collection pipe, the straight corner portion of straight water collection pipe, the straight line is equipped with the straight fixed water collection pipe, the straight line of straight line is equipped with the straight fixed water collection pipe, the straight line of straight line, the straight line of straight line, the straight line is equipped with the straight line, the straight line is equipped with the straight line, the straight line is equipped with the.

The kinds of rapid water seepage tennis court ground structure, the former color bottom of permeating water is the whole pavement subsurface layer that constitutes by binder and gravel etc. and thickness is 5 ~ 9 cm.

The kinds of tennis court ground structures of quick infiltration, the coarse sand screed-coat comprises the coarse sand, and thickness is 2 ~ 4cm, the graded rubble layer is by the rubble layer that thickness is 20 ~ 30 cm.

The kinds of tennis court ground structure of quick infiltration, it has a plurality of supporting plate muscle to filter the piece and have moulded at its left and right sides wall face body along its length direction, the outer terminal surface of supporting plate muscle with the interior pipe wall adaptation of collector pipe, the inside two relative fixing clip muscle that are equipped with of collector pipe, the lower terminal surface both sides butt of supporting plate muscle are in corresponding on the fixing clip muscle.

The utility model has the advantages of the utility model discloses a tennis court ground structure water permeability is good, the primary color bottom of permeating water under the colored drawing permeable surface layer can form the rainwater on tennis court surface and permeate well, avoid the rainwater to stay on tennis court ground, rainwater that permeates down is through colored drawing permeable surface layer and the primary color bottom primary filtration of permeating water and then is detained by the graded broken stone layer and accumulated and can fully exert the infiltration function, can collect the cistern through the collector pipe and can do the washing at ordinary times and protect the usefulness of irrigating when great rainfall, the rainwater utilization ratio has been improved, it still has the function of humidifying presses down dirt, it compares with old-fashioned tennis court, because of there is the hole that a large amount of moisture can freely circulate from top to bottom to plain soil layer from the primary color bottom of permeating water, especially in the summer season, can also take measures to refuel water to the graded broken stone layer through the collector pipe, moisture evaporates to the surface of storage tennis court through the hole of the primary color bottom of permeating water, increase its earth's surface humidity effectively, restrain net surface floating trend, be favorable to sportsman's health and the performance of technical level, the use of tennis court also is favorable to the life of the improvement, the rainwater utilization ratio of the drainage that the drainage can reduce, the waterlogging greatly, the waterlogging ground utilization ratio of storage water increases, the waterlogging ground.

Drawings

Fig. 1 is a perspective, layered view of an embodiment of the present invention;

fig. 2 is a perspective layered view of a second embodiment of the present invention;

fig. 3 is a schematic structural diagram of an th color drawing surface layer unit according to the present invention;

fig. 4 is a schematic structural diagram of a unit according to the present invention;

fig. 5 is a schematic structural diagram of the second color drawing surface layer unit;

fig. 6 is a schematic structural diagram of the second unit according to the present invention;

fig. 7 is a schematic cross-sectional view of the water collecting pipe of the present invention;

fig. 8 is a perspective view of the water collecting pipe of the present invention.

Detailed Description

In order to be right the utility model discloses a technical characteristic, purpose and the effect of the tennis court ground structure of quick infiltration have clearer understanding, and it is right with specific embodiment now the utility model discloses a tennis court ground structure of quick infiltration explains.

Example 1:

as shown in fig. 1 and 3 to 8, the utility model provides a rapid infiltration tennis court ground structure, the pavement structure comprises a plain soil layer 5, a graded gravel layer 4, a coarse sand leveling layer 3, a permeable primary color bottom layer 2 and a colored drawing permeable surface layer 1 from bottom to top in sequence, the colored drawing permeable surface layer 1 is formed by splicing two colored drawing surface layer units with different colors, namely a colored drawing surface layer unit 11 and a second colored drawing surface layer unit 12 respectively, specifically, the colored drawing surface layer unit 11 is red, the 12 is blue, the 1 colored drawing surface layer unit 11 comprises a th main body part and a rectangular fixing ring 111 arranged at the th main body part, the 12 comprises a second main body part and an arc fixing ring arranged at the second main body part, the main body part is composed of a single single-shaped water collecting unit 112 with the same diagonal angle, the th unit 112 comprises a th rectangular frame 112, a right diagonal angle storage frame 1224 arranged in the second main body part 1224, a clean water collecting tank is arranged between the second diagonal rain water collecting tank 1223 and a clean water collecting tank 1226, the right diagonal rain water collecting tank 1226 and a clean water collecting tank 1226, the clean water collecting tank 1226 is arranged for greatly reducing the rainwater collecting tank 1226, the rainwater collecting tank 1223 and the rainwater collecting tank 1226, the clean water collecting tank 1226 and the clean water collecting tank 1226, the clean water collecting tank is arranged on the left diagonal water collecting tank 1224 and the right water collecting tank, the clean water collecting tank 1223, the clean water collecting tank 1225, the clean water collecting tank 1226, the clean water collecting tank 1221 and the clean water collecting tank 1226, the clean water collecting tank 1226 collecting tank 1221 and the clean water collecting tank.

Specifically, in the kinds of rapid water seepage tennis court ground structures, the water permeable primary color bottom layer 2 is a pavement bottom layer which is formed by bonding agents, gravels and the like into a whole, the thickness of the bonding agents is 5-9 cm., the gravels are bonded and fixed into the whole and have gaps, the coarse sand leveling layer 3 is formed by coarse sand, the thickness of the coarse sand leveling layer is 2-4 cm, and the graded gravel layer 4 is a gravel layer with the thickness of 20-30 cm.

Specifically, in the preferred embodiment of the present invention, the water collecting pipe 6 includes a pipe body with a regular pentagon cross section, the water collecting pipe 6 is provided with closed ends, and another open ends of the water collecting chamber 62. when installed, the closed end pipe orifice of the water collecting chamber 62 in the water collecting pipe 6 is disposed in the middle of the roadbed, the open end pipe orifice of the water collecting chamber 62 in the water collecting pipe 6 is disposed on both sides of the roadbed, wherein the closed end pipe orifice is located at a higher level than the open end pipe orifice, so that water flowing into the water collecting chamber 62 can naturally flow out under the action of gravity, the pipe walls corresponding to the left and right edges of the upper portion of the water collecting pipe 6 are provided with water inlets 66, the inside of the water collecting pipe 6 is provided with filtering members 7, both sides of the filtering members 7 are provided with water passing chambers 8, the upper end of the water passing chamber 8 is communicated with the water inlets 66, the top of the filtering members 72 is provided with slopes facing the left and right edges of the water inlets 66, the top of the protruding parts 66 of the protruding parts 72, the water collecting chambers are provided with a plurality of water collecting pipes 64, the water collecting chambers 64, the water collecting pipes are provided with a plurality of water collecting chambers, the lower ends of the water collecting pipes 64, which are extended from the lower sides of the water collecting chambers, and the water collecting chambers, the lower collecting pipes 6, the lower ends of the water collecting chambers are provided with a plurality of the inclined filtering members 64, which are extended from the inclined collecting pipes 8, which are extended from the inclined collecting chambers, and the inclined grooves.

Specifically, in the preferred embodiment of the present invention, the included angle between the collecting plate 63 and the pipe wall of the corresponding upper side of the water collecting pipe 6 is 90 to 100 degrees, which can be 90 degrees, 100 degrees, or other angles between 90 degrees and 100 degrees, the utility model discloses the preferred 90 degrees angle is used as specific implementation angles, in the preferred embodiment of the present invention, the included angle between the fixed plate foot 65 and the pipe wall of the lower bottom side of the water collecting pipe 6 is 120 degrees, and the fixed plate foot 65 of this angle makes the water collecting pipe 6 firmly fixed and pricked in the roadbed soil.

Specifically, in the preferred embodiment of the present invention, the water passing channel 8 has an upper cavity 81 and a lower cavity 82, the upper cavity 81 is communicated with the water inlet 66, and the lower cavity 62 is communicated with the water collecting cavity 62. the roadbed soil is pressed at the water inlet 66, under the pressure, the water in the soil flows into the upper cavity 81 of the water passing channel 8 through the water inlet 66, and then flows into the water collecting cavity 62 in the water collecting pipe 6 through the lower cavity 82 of the water passing channel 8. the filtering member 7 is formed with a plurality of supporting ribs 71 on the left and right side wall surfaces thereof along the length direction thereof, the distance between the supporting ribs 71 is larger than the diameter of the upper cavity 61. specifically, in the preferred embodiment of the present invention, the outer end surface of the supporting ribs 71 is fitted to the wall of the water collecting pipe 6, two opposite fixing ribs 61 are provided inside the water collecting pipe 6, both sides of the lower end surface of the supporting ribs 71 abut against the corresponding fixing ribs 61, and the fixing ribs 61 are formed on the inner wall of the water collecting pipe 1.

Example 2:

as shown in fig. 2 and 3 to 8, the utility model provides a tennis court ground structure with rapid water seepage, the ground structure is mixed to the lower part and sequentially comprises a plain soil layer 5, a graded gravel layer 4, a coarse sand leveling layer 3, a permeable primary color bottom layer 2 and a colored drawing permeable surface layer 1, the colored drawing permeable surface layer 1 is formed by splicing two colored drawing surface layer units with different colors, namely a colored drawing surface layer unit 11 and a second colored drawing surface layer unit 12 respectively, specifically, a colored drawing surface layer unit 11 is red, the second colored drawing surface layer unit 12 is blue, a 1 colored drawing surface layer unit 11 comprises a th main body part and a rectangular 865111 arranged at the periphery of a th main body part, the second colored drawing surface layer unit 12 comprises a second main body part and an arc-shaped fixing ring arranged at the periphery of the second main body part, a th main body part is composed of the same th plain soil layer 112, a th unit 112 comprises a th primary color frame and an arc-shaped main body part arranged at the periphery of the second main body part, a rectangular ventilating frame 1224, the corner-shaped mesh frame 1226 which is used for improving the rainwater collecting efficiency of a natural water field, the sports court, the sports field ground surface of a sports field, the sports field ground surface is formed by a plurality of sports field, the.

Specifically, in the kinds of rapid water seepage tennis court ground structures, the water permeable primary color bottom layer 2 is a pavement bottom layer which is formed by an adhesive and gravels, the gravels are adhered and fixed into a whole by the adhesive with the thickness of 5-9 cm., and gaps are formed, the coarse sand leveling layer 3 is formed by coarse sand with the thickness of 2-4 cm, and the graded gravel layer 4 is a gravel layer with the thickness of 20-30 cm.

To sum up, the utility model discloses a tennis court ground structure water permeability is good, the primary color bottom of permeating water under the colored drawing permeable surface layer can form good infiltration to the rainwater on tennis court surface, avoid the rainwater to stay in tennis court ground, the rainwater that permeates down is through colored drawing permeable surface layer and the primary color bottom primary filtration of permeating water and then is detained by the graded broken stone layer and accumulates and can fully exert the infiltration function, can collect the cistern through the collector pipe and can do the washing at ordinary times and protect irrigation usefulness in the future when great rainfall, improved rainwater utilization ratio, it still has the function of humidification dust suppression, it compares with old-fashioned tennis court, because there is a large amount of pores that moisture can freely circulate from top to bottom to the plain soil layer from the permeable bottom, especially in midsummer season, can also take measures to recharge water to the graded broken stone layer through the collector pipe, let moisture evaporate to the tennis court ground surface to the tennis court through the pores of permeable bottom, increase its surface humidity effectively, restrain the flying dust of tennis court, be favorable to the health and the performance of technical level of tennis court, also be favorable to prolong the life of sportsman, can utilize the rainwater that the impoundment greatly to improve the storage area of water, that the rainwater that can utilize greatly, the waterlogging water storage area that the waterlogging greatly improves the water storage.

The utility model discloses a mouth formula polygon collector pipe that the collector pipe can make the rainwater that infiltrates into in the road bed get into the collector pipe of the mouth formula polygon collector pipe of anticreep position fast through filtering the piece, then collect the discharge fast through the collector pipe, compare current a little pure hollow collector pipe and the fashioned collector pipe of inner structure body, the utility model discloses an anticreep position's mouth formula polygon collector pipe collection water efficiency is higher, can collect the rainwater that permeates to the road bed down more rapidly and discharge, can not cause silt to run off simultaneously, has guaranteed the structural stability of road bed, the polygonal appearance structure of collector pipe is favorable to it to bury more firmly underground, compares the circular shape body and has increased the area of contact with soil, more is favorable to gathering of underground infiltration water and discharges, the fixed plate foot that sets up the slant downwardly extending in the both sides of the lower part base of collector pipe has strengthened the connection fixity of collector pipe and the inside land.

The foregoing shows and describes the general principles, essential features, and advantages of the invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, but rather is described in the foregoing embodiments and the description with reference to the principles of the invention and that various changes and modifications may be made without departing from the spirit and scope of the invention, and it is intended that all such changes and modifications fall within the scope of the invention as claimed, which is defined by the claims appended hereto and their equivalents.

Claims

The utility model provides a kind of tennis court ground structure of quick infiltration, its characterized in that, ground structure includes plain soil layer, level distribution gravel layer, coarse sand screed-coat, the primary color bottom layer of permeating water and colored drawing surface course on to down in proper order, colored drawing surface course is two kinds of different colors colored drawing surface course units concatenation constitution, is the colour drawing surface course unit and the second colored drawing surface course unit respectively, the color drawing surface course unit includes second main part and establishes the rectangle solid fixed ring on second main part 2 week edge, the second colored drawing surface course unit includes the second main part and establishes the solid fixed ring on second main part week edge, the main part comprises the same second unit, the unit includes the rectangle frame and establishes the left diagonal corner portion and the right corner portion of second in the rectangle frame in the second rectangle frame, the second main part comprises the same second unit, the second unit includes the second rectangle frame and establishes the left diagonal corner portion and right diagonal corner portion of the water collection pipe wall of the second room, the water collection pipe is equipped with the horizontal diagonal corner portion of the water collection pipe between the water collection pipe, the left diagonal corner portion of the water collection pipe, the collection pipe is equipped with the horizontal diagonal corner portion of the right branch of the straight water collection pipe, the straight corner portion of the straight water collection pipe, the straight water collection pipe is equipped with the straight fixed angle of straight fixed pipe, the straight line of straight line, the straight line of straight line, the straight line of straight line, the straight line of straight line, the straight line.
2. The kinds of rapid water seepage tennis court ground structure of claim 1, wherein, the former color bottom layer of permeating water is the whole pavement subsurface layer composed of binder and gravel, the thickness is 5-9 cm.
3. The quick water seepage tennis court ground structure of claim 1, wherein the coarse sand leveling layer is made of coarse sand and has a thickness of 2-4 cm, and the graded gravel layer is made of a gravel layer having a thickness of 20-30 cm.
4. The quick water seepage tennis court floor structure of claim 1, wherein the filter member has a plurality of support ribs integrally formed on its left and right side walls along its length, the outer end surfaces of the support ribs are fitted with the inner wall of the water collecting pipe, two opposite fixing ribs are provided inside the water collecting pipe, and both sides of the lower end surfaces of the support ribs abut against the corresponding fixing ribs.