CN207891682U - A kind of permeable ground structure - Google Patents
A kind of permeable ground structure Download PDFInfo
- Publication number
- CN207891682U CN207891682U CN201820078613.0U CN201820078613U CN207891682U CN 207891682 U CN207891682 U CN 207891682U CN 201820078613 U CN201820078613 U CN 201820078613U CN 207891682 U CN207891682 U CN 207891682U
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- China
- Prior art keywords
- permeable
- brick
- water
- pervious bed
- ground structure
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Abstract
The utility model discloses a kind of permeable ground structures, its key points of the technical solution are that：Including a kind of permeable ground structure, including pervious bed, pervious bed includes the permeable area of water-permeable brick arrangement form, pervious bed further includes the impervious zone of waterproof brick arrangement form, impervious zone is arranged with permeable area adjacent spaces, waterproof brick surface is equipped with drainage trough, and the drainage trough other end is connected to by diversion pipe with the cavity in water-permeable brick.The utility model has the advantages that allowing to improve the intensity of permeable ground structure.
Description
Technical field
The utility model is related to a kind of ground structures, are specifically related to a kind of permeable ground structure.
Background technology
Entirety paving ground can be divided into waterproof ground and dankly outside current gardens room widely applied on the market
Two kinds of face.The bearing capacity on waterproof ground is relatively high, and pervious surface not only has draining well compared to waterproof ground
Function, in the process can be with recharge of groundwater, and the warm air rising of soil horizon can promote snow melting, penetrate into soil horizon,
It prevents icy on road.
Currently, in garden layout, the permeable hole that is covered with using water-permeable brick or made using the water absorbing capacity of water-permeable brick itself
The technology that excess surface water can quickly be seeped into underground is widely used.But under the conditions of the microthermal climate in the north very long winter, thoroughly
The brick body of aqueous floor tile easily freezes and leads to strength reduction so that pervious surface is compared to its structural strength of waterproof ground
It is relatively low.
Utility model content
The purpose of this utility model is to provide a kind of permeable ground structure, its advantage is that allowing to improve pervious surface knot
The intensity of structure.
The above-mentioned technical purpose of the utility model technical scheme is that：A kind of pervious surface knot
Structure, including pervious bed, pervious bed include the permeable area of water-permeable brick arrangement form, and pervious bed further includes waterproof brick arrangement form
Impervious zone, impervious zone are arranged with permeable area adjacent spaces, and waterproof brick surface is equipped with drainage trough, and the drainage trough other end passes through
Diversion pipe is connected to the cavity in water-permeable brick, and the structural strength of waterproof brick is more than the structural strength of water-permeable brick.
Through the above technical solutions, because waterproof brick structural strength be more than water-permeable brick structural strength, permeable area and
Impervious zone is alternatively arranged the structural strength for both improving pervious bed, and rainwater can also be by oozing under permeable area.
The utility model is further arranged to：Permeable layer is equipped with above the pervious bed.
The utility model is further arranged to：Permeable layer includes several accommodating chambers and the column in accommodating chamber, column
Outer surface and accommodate cavity wall it is tangent, sandstone is filled in column, forms the drainage being vertically arranged between column and accommodating chamber
Channel, drainage channel are connected to pervious bed.
Through the above technical solutions, sandstone height is less than stem height so that rainwater can be fallen in column, then be penetrated into
Sandstone, while the big object flowed with rainwater is filtered.Water can flow to the pervious bed of lower section from drainage channel.
The utility model is further arranged to：The accommodating chamber is in regular hexagon, close-packed arrays successively between accommodating chamber.
Through the above technical solutions, accommodating chamber is in the cellular close-packed arrays of regular hexagon, the structure of permeable layer can be reinforced
Intensity.
The utility model is further arranged to：Metalling is equipped with below the pervious bed.
Through the above technical solutions, metalling can further filter rainwater, while support is played to ground
Effect, the intensity on the ground of raising.
The utility model is further arranged to：It is soil horizon below the metalling.
The utility model is further arranged to：The permeable area includes the water-permeable brick and surrounds the support frame of water-permeable brick
Frame, water-permeable brick bottom surface are contradicted with braced frame, and water-permeable brick forms water storage cavity with braced frame, and diversion pipe passes through braced frame and storage
Water cavity is connected to.
Through the above technical solutions, rainwater is by that after diversion pipe, can accumulate in water storage cavity, then penetrate into water-permeable brick.
A certain amount of rainwater can be saved bit by bit in water storage cavity, increased the contact area of water-permeable brick and rainwater, accelerated seepage velocity.
In conclusion the utility model has the advantages that：
1, because the structural strength of waterproof brick is more than the structural strength of water-permeable brick, the interval row of permeable area and impervious zone
Row had both improved the structural strength of pervious bed, and rainwater can also be by oozing under permeable area；
2, accommodating chamber is in the cellular close-packed arrays of regular hexagon, can reinforce the structural strength of permeable layer；
3, a certain amount of rainwater can be saved bit by bit in water storage cavity, increased the contact area of water-permeable brick and rainwater, accelerated and ooze
Saturating speed.
Description of the drawings
Fig. 1 is the structural schematic diagram of embodiment 1；
Fig. 2 is the structural schematic diagram of permeable layer in embodiment 1；
Fig. 3 is the structural schematic diagram of pervious bed in embodiment 1；
Fig. 4 is the structural schematic diagram of waterproof brick in embodiment 1；
Fig. 5 is the structural schematic diagram of water-permeable brick in embodiment 1；
Fig. 6 is the connection relationship diagram of water-permeable brick and waterproof brick in embodiment 1；
Fig. 7 is the structural schematic diagram of permeable area in embodiment 2；
Fig. 8 is the connection relationship diagram of water-permeable brick and waterproof brick in embodiment 2.
In figure, 1, soil horizon；2, metalling；3, pervious bed；31, impervious zone；311, waterproof brick；312, drainage trough；
32, permeable area；321, water-permeable brick；322, braced frame；323, cavity；324, water storage cavity；33, diversion pipe；4, permeable layer；41、
Accommodating chamber；42, column；43, drainage channel.
Specific implementation mode
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment 1：A kind of permeable ground structure, as shown in Figure 1, including soil horizon 1, being fixed at 1 top of soil horizon
Metalling 2, the pervious bed 3 for being fixed at 2 top of metalling and the permeable layer 4 for being fixed at 3 top of pervious bed.Metalling 2 by
Rubble is laid with.
As shown in Fig. 2, permeable layer 4 includes several accommodating chambers 41 being fixed on pervious bed 3 and is fixed at accommodating chamber
Column 42 in 41.For accommodating chamber 41 in regular hexagon and along being set up perpendicular to the direction of pervious bed 3, whole accommodating chamber 41 is in honeycomb
Shape structure distribution can improve the intensity of permeable layer 4.Column 42 is corresponded with accommodating chamber 41,42 height of column and permeable layer 4
Thickness is equal, and the outer surface of column 42 and 41 inner wall of regular hexagon accommodating chamber are tangent, and sandstone is filled in column 42（It is not drawn in figure
Go out）.Sandstone height is less than the height of column 42 so that rainwater can be fallen in column 42, then penetrate into sandstone.In 42 He of column
In the drainage channel 43 being vertically arranged there are six being formed between corresponding accommodating chamber 41 so that water can be flowed to from drainage channel 43
Water layer 3.Some small plants can also be planted in drainage channel 43, increased operation rate.
As shown in figure 3, pervious bed 3 includes several impervious zones 31 and permeable area 32, between permeable area 32 and impervious zone 31
It is distributed every close-packed arrays, the water part for flowing to pervious bed 3 flows to permeable area 32 and permeates directly down, and a part flows to waterproof
Area 31.Impervious zone 31 is formed by several 311 close-packed arrays of waterproof brick, and the material of waterproof brick 311 is ceramic tile and ceramic tile table
There is one layer of waterproof material in face, prevents water from penetrating its surface.Ceramic tile quality is harder, can enhance the structural strength on ground.Permeable area
32 are formed by 321 close-packed arrays of several water-permeable bricks, and water-permeable brick 321 is by the porous concrete material compression moulding of ordinary gravel, rain
Water can penetrate into water-permeable brick 321 with through hole.Because the structural strength of waterproof brick 311 is more than the structural strength of water-permeable brick 321, thoroughly
Pool 31 and impervious zone 31 are alternatively arranged the structural strength for both improving pervious bed 3, and rainwater can also be by permeable
Metalling 2 is penetrated into area 32.
As shown in figure 4, waterproof brick 311 is equipped with drainage trough 312,312 one end of drainage trough is contacted with permeable layer 4, separate
4 one end of permeable layer is in waterproof brick 311 and close to metalling 2.A diversion pipe is equipped between drainage trough 312 and permeable area 32
33, in conjunction with Fig. 6, in use, the flow of impervious zone 31 flows to permeable area 32 to drainage trough 312, and then by diversion pipe 33
Water-permeable brick 321 avoids having the case where ponding row does not go out in impervious zone 31.It is possible to further which diversion pipe 33 is provided with
Certain angle so that diversion pipe 33 is close to 32 one end of permeable area less than diversion pipe 33 close to 312 one end of drainage trough so that drainage trough
Water in 312 is easier to flow to permeable area 32.
As shown in figure 5, being equipped with circular cavity 323 at 321 center of water-permeable brick, cavity 323 is close to 311 one end of waterproof brick
It connect with diversion pipe 33, is then oozed in conjunction with Fig. 6 in use, the rainwater of impervious zone 31 flows to cavity 323 by diversion pipe 33
Enter water-permeable brick 321, the rainwater not penetrated into flows to metalling 2 by water-permeable brick 321.
The course of work：When rainfall, rainwater flows to permeable layer 4, and a part is fallen in column 43, penetrates into sandstone, and a part is logical
It crosses drainage channel 43 and flows into pervious bed 3, a water part for pervious bed 3 flows to the drainage trough 312 of waterproof brick 31, then by leading
Flow tube 33 imports the cavity 323 of permeable area 32, then penetrates into water-permeable brick 321, and a part directly penetrates into water-permeable brick 32.It does not penetrate into
The rainwater of water brick 321 flows to metalling 2, then flows into soil horizon 1.Pass through the setting of multilayered structure and setting for impervious zone 31
Set the intensity for improving pervious surface.
Embodiment 2：A kind of permeable ground structure, as shown in Figure 7 and Figure 8, difference from Example 1 is, permeable
Area 32 includes permeable braced frame 322 and several water-permeable bricks 321 being located in braced frame 322.In conjunction with Fig. 8, braced frame 322
It is identical as 311 height of waterproof brick, and diversion pipe 33 passes through braced frame 322 close to 311 one end of waterproof brick so that it is waterproof
The rainwater in area 31 flows successively through drainage trough 312, diversion pipe 33 and then flows in braced frame 322.The bottom surface of water-permeable brick 321 and branch
Support frame frame 322 contradicts, and remaining five face and the braced frame 322 of water-permeable brick 321 have certain gap, form water storage cavity 324,
Rainwater in braced frame 322 is accumulated in water storage cavity 324, water-permeable brick 322 is then penetrated into.It compares and embodiment 1, storage
A certain amount of rainwater can be saved bit by bit in water cavity 324, increases the contact area of water-permeable brick 321 and rainwater, accelerate seepage velocity.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can as needed make the present embodiment the modification of not creative contribution after reading this specification, but
As long as all being protected by Patent Law in the right of the utility model.
Claims (7)
1. a kind of permeable ground structure, including pervious bed（3）, pervious bed（3）Including water-permeable brick（321）The permeable area of arrangement form
（32）, it is characterized in that：Pervious bed（3）It further include waterproof brick（311）The impervious zone of arrangement form（31）, impervious zone（31）
With permeable area（32）Adjacent spaces are arranged, waterproof brick（311）Surface is equipped with drainage trough（312）, drainage trough（312）The other end is logical
Cross diversion pipe（33）With water-permeable brick（321）Interior cavity（323）Connection, waterproof brick（311）Structural strength be more than water-permeable brick
（321）Structural strength.
2. a kind of permeable ground structure according to claim 1, it is characterized in that：The pervious bed（3）Top is equipped with infiltration
Layer（4）.
3. a kind of permeable ground structure according to claim 2, it is characterized in that：Permeable layer（4）Including several accommodating chambers
（41）With set on accommodating chamber（41）Interior column（42）, column（42）Outer surface and accommodating chamber（41）Inner wall is tangent, column
（42）Middle filling sandstone, in column（42）And accommodating chamber（41）Between form the drainage channel being vertically arranged（43）, drainage channel
（43）With pervious bed（3）Connection.
4. a kind of permeable ground structure according to claim 3, it is characterized in that：The accommodating chamber（41）In regular hexagon,
Accommodating chamber（41）Between close-packed arrays successively.
5. a kind of permeable ground structure according to claim 1, it is characterized in that：The pervious bed（3）Lower section is equipped with rubble
Layer（2）.
6. a kind of permeable ground structure according to claim 5, it is characterized in that：The metalling（2）Lower section is soil horizon
（1）.
7. a kind of permeable ground structure according to claim 1, it is characterized in that：The permeable area（32）Including described permeable
Brick（321）With surround water-permeable brick（321）Braced frame（322）, water-permeable brick（321）Bottom surface and braced frame（322）It contradicts, thoroughly
Water brick（321）With braced frame（322）Form water storage cavity（324）, diversion pipe（33）Across braced frame（322）With water storage cavity
（324）Connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820078613.0U CN207891682U (en) | 2018-01-17 | 2018-01-17 | A kind of permeable ground structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820078613.0U CN207891682U (en) | 2018-01-17 | 2018-01-17 | A kind of permeable ground structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207891682U true CN207891682U (en) | 2018-09-21 |
Family
ID=63544481
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820078613.0U Expired - Fee Related CN207891682U (en) | 2018-01-17 | 2018-01-17 | A kind of permeable ground structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207891682U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111485466A (en) * | 2020-04-29 | 2020-08-04 | 浙江省建材集团浙西建筑产业化有限公司 | High-quality PC component structure and forming method thereof |
| CN113215902A (en) * | 2021-05-28 | 2021-08-06 | 中国水利水电第五工程局有限公司 | Ecological permeable pavement and construction method |
-
2018
- 2018-01-17 CN CN201820078613.0U patent/CN207891682U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111485466A (en) * | 2020-04-29 | 2020-08-04 | 浙江省建材集团浙西建筑产业化有限公司 | High-quality PC component structure and forming method thereof |
| CN113215902A (en) * | 2021-05-28 | 2021-08-06 | 中国水利水电第五工程局有限公司 | Ecological permeable pavement and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180921 Termination date: 20200117 |
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| CF01 | Termination of patent right due to non-payment of annual fee |