CN205893862U - Spongeization stadium basis - Google Patents
Spongeization stadium basis Download PDFInfo
- Publication number
- CN205893862U CN205893862U CN201620624010.7U CN201620624010U CN205893862U CN 205893862 U CN205893862 U CN 205893862U CN 201620624010 U CN201620624010 U CN 201620624010U CN 205893862 U CN205893862 U CN 205893862U
- Authority
- CN
- China
- Prior art keywords
- basis
- honeycomb
- spongeization
- soil layer
- sports ground
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 239000002689 soil Substances 0.000 claims abstract description 26
- 210000003205 muscle Anatomy 0.000 claims abstract description 13
- 238000002955 isolation Methods 0.000 claims abstract 2
- 230000001413 cellular effect Effects 0.000 claims description 17
- 239000007943 implant Substances 0.000 claims description 8
- 238000007789 sealing Methods 0.000 claims description 8
- 239000002245 particle Substances 0.000 claims description 3
- 230000008901 benefit Effects 0.000 abstract description 10
- 238000010276 construction Methods 0.000 abstract description 4
- 230000008595 infiltration Effects 0.000 abstract description 3
- 238000001764 infiltration Methods 0.000 abstract description 3
- 230000007613 environmental effect Effects 0.000 abstract description 2
- 230000003628 erosive effect Effects 0.000 abstract description 2
- 239000003673 groundwater Substances 0.000 abstract description 2
- 230000035699 permeability Effects 0.000 abstract description 2
- 239000000945 filler Substances 0.000 abstract 1
- 238000009408 flooring Methods 0.000 abstract 1
- 239000010410 layer Substances 0.000 description 17
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 3
- 238000003912 environmental pollution Methods 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 238000011084 recovery Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 239000006004 Quartz sand Substances 0.000 description 1
- 230000000386 athletic effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000008187 granular material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 230000035807 sensation Effects 0.000 description 1
- 238000009331 sowing Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses a spongeization stadium basis, by the lower supreme plain soil layer that is respectively, check gate layer, isolation layer and supporting course, check gate layer is in the tiling at plain soil layer surface or embedding plain soil layer, the supporting course is formed by connecting a plurality of honeycomb panels, the honeycomb panel includes honeycomb wall muscle piece and the honeycomb check that are enclosed by honeycomb wall muscle piece, the last lower extreme of honeycomb wall muscle piece all is equipped with smooth load slat, it has the filler to add in the honeycomb check. The utility model discloses the stadium basis can protect plain soil layer to make its erosion of avoiding the infiltration. The utility model discloses can keep the original permeability of soil, promote ground water level's recovering, green, low in cost, construction convenience, greatly reduced use concrete hardening flooring work cost, obvious environmental protection advantage, price advantage and economic benefits have.
Description
Technical field
This utility model relates to building engineering field and in particular to a kind of sports ground of spongeization is basic.
Background technology
Whole world sports ground basis mostly be unable to do without concreting at present, and this both increased concrete preparation process and has brought
Environmental pollution, destroy the original permeability of urban land again, have impact on the recovery of Urban Underground water level, this is advanced with current
The target of environment-friendly type spongeization urban land runs in the opposite direction.
Utility model content
In order to solve above-mentioned deficiency and defect, the utility model proposes a kind of environment-friendly type spongeization, cheap, tool
There is the sports ground basis of the spongeization of obvious environment-friendly advantage, price advantage and economic benefit.
To achieve these goals, this utility model is achieved through the following technical solutions:
A kind of spongeization sports ground basis, respectively plain soil layer from the bottom to top, grid layer, sealing coat and supporting course, described
Grid layer is being laid in plain soil layer surface or embedded element soil layer；Described supporting course is formed by connecting by multiple cellular boards；Described honeycomb
Plate includes honeycomb wall muscle piece and the honeycomb lattice being surrounded by honeycomb wall muscle piece；The upper and lower side of described honeycomb wall muscle piece is equipped with smooth
Load slat；It is added with implant in described honeycomb lattice.
Further, described cellular board bottom is provided with junction button, and described cellular board connects into supporting course by junction button.
Further, the thickness of described sealing coat is 3-8 centimetre.
Further, the solidity of described element soil layer is more than 90%.
Further, the implant particle diameter in described honeycomb lattice is less than 5 millimeters.
Further, the height of described cellular board is 4-8 centimetre.
Further, the width of described load slat is 5 millimeters.
This utility model spongeization sports ground basis, its advantage is:
(1) maintain sports ground basic unit soil completely penetrating power；
(2) eliminate concrete preparation and mat formation various environmental pollutions '
(3) increased integral, flexible and the local elasticity on sports ground basis, make sports ground have more natural sensation.
(4) when sports ground removes, cellular board and grid are recycled, sandstone reclaims simultaneously, no any pollutant with build
Building refuse is left, and soil can carry out returning cultivated, sowing immediately, reverts to farmland.
(5) plain soil layer can be protected to protect it from the erosion seeped water.This utility model can keep the original infiltration of soil
Property, promote the recovery of level of ground water, environmental protection, cheap, easy construction, greatly reduce using concrete hardening ground
Construction costs, has obvious environment-friendly advantage, price advantage and economic benefit.
Brief description
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, below will be to embodiment
Or in description of the prior art the accompanying drawing of required use be briefly described it should be apparent that, drawings in the following description are only
It is some embodiments of the present utility model, for those of ordinary skill in the art, before not paying creative labor
Put, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is this utility model spongeization sports ground basis cross section structure schematic diagram；
Fig. 2 is this utility model spongeization sports ground surface of base structural representation；
Fig. 3 is the structural representation of this utility model spongeization sports ground basis cellular board；
1- element soil layer, 2- grid layer, 3- sealing coat, 4- supporting course, 5- cellular board, 6- honeycomb wall muscle piece, 7- honeycomb lattice, 8-
Load slat, 9- junction button, 10- implant.
Specific embodiment
To further describe this utility model with reference to specific embodiment and accompanying drawing.
A kind of spongeization sports ground basis as Figure 1-3, is respectively plain soil layer 1, grid layer 2, sealing coat 3 from the bottom to top
With supporting course 4, the thickness of sealing coat is 3-5 centimetre, and sealing coat is mainly coarse sand composition, and grid layer 2 is being laid in plain soil layer 1 table
Face or embedded element soil layer 1, the solidity of plain soil layer 1 is more than 90%；Supporting course 4 is formed by connecting by multiple cellular boards 5, cellular board 5
Bottom is provided with junction button 9, and cellular board 5 connects into a little entirety by junction button 9, then is connected into supporting course 4 by little,
Little overall specification is: square 50cm × 50cm, the height 5cm of cellular board 5, and honeycomb lattice 7 opposite side distance does not embed and is more than
6cm；Cellular board 6 includes honeycomb wall muscle piece 6 and the honeycomb lattice 7 being surrounded by honeycomb wall muscle piece 6；The upper and lower side of honeycomb wall muscle piece 6 is equal
It is provided with smooth load slat 8, the width of load slat 8 is 5 millimeters；It is added with implant 10, implant in honeycomb lattice 7
Particle diameter is less than 5 millimeters.
Grid layer 2 can be high-strength nylon, is directly embedded in plain soil layer, becomes the strength lacing wire of connection soil.Increased
The bearing capacity of soil；Coarse sand sealing coat, for the protection to element soil surface layer when seeping water saturation；Implant is mainly sandstone mixing
Thing, directly inserts in honeycomb lattice, and is rammed by water plus increase degree of compaction in the way of shaking, and is formed permeable, the spongeization motion of infiltration
Field basis.And football pitch, basketball court, volleyball court and court etc. are carried out by project under construction.
Football pitch is built, and conventionally lays filled type pedaline, quartz sand and bullet on the basis of described sports ground
Property black granule, form football pitch surface, or laying 10mm cushion and exempt from filled type pedaline, be similarly formed football pitch table
Face.
Basketball court build, the slim cushion of place mat 5mm on the basis of described sports ground, then by floated assembly athletic floor
It is routed on ground cushion；
Court is built, and on the basis of described sports ground, place mat re-lays pvc floor after first laying 5mm dedicated elas-tic pad
Or special man lawn；
Volleyball court is built, laying 10mm volleyball court dedicated elas-tic pad on the basis of described sports ground.
The technical scheme above this utility model embodiment being provided is described in detail, used herein specifically
Individual example is set forth to the principle of this utility model embodiment and embodiment, and the explanation of above example is only applicable to help
Assistant solves the principle of this utility model embodiment；Simultaneously for one of ordinary skill in the art, implement according to this utility model
Example, all will change, in sum, this specification content should not be construed as in specific embodiment and range of application
To restriction of the present utility model.
Claims (7)
1. a kind of spongeization sports ground basis it is characterised in that: be respectively plain soil layer (1), grid layer (2), isolation from the bottom to top
Layer (3) and supporting course (4), described grid layer (2) is being laid in plain soil layer (1) surface or embedded element soil layer (1)；Described supporting course
(4) it is formed by connecting by multiple cellular boards (5)；Described cellular board (5) includes honeycomb wall muscle piece (6) and is enclosed by honeycomb wall muscle piece (6)
The honeycomb lattice (7) becoming；The upper and lower side of described honeycomb wall muscle piece (6) is equipped with smooth load slat (8)；Described honeycomb lattice
(7) it is added with implant (10) in.
2. spongeization sports ground according to claim 1 basis it is characterised in that: described cellular board (5) bottom is provided with even
Connect button (9), described cellular board (5) connects into supporting course (4) by junction button (9).
3. spongeization sports ground according to claim 1 basis it is characterised in that: the thickness of described sealing coat (3) is 3-8
Centimetre.
4. spongeization sports ground according to claim 1 basis it is characterised in that: the solidity of described element soil layer (1) is
More than 90%.
5. spongeization sports ground according to claim 1 basis it is characterised in that: the implant in described honeycomb lattice (7)
(10) particle diameter is less than 5 millimeters.
6. spongeization sports ground according to claim 1 basis it is characterised in that: the height of described cellular board (5) is 4-8
Centimetre.
7. spongeization sports ground according to claim 1 basis it is characterised in that: the width of described load slat (8)
For 5 millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620624010.7U CN205893862U (en) | 2016-06-22 | 2016-06-22 | Spongeization stadium basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620624010.7U CN205893862U (en) | 2016-06-22 | 2016-06-22 | Spongeization stadium basis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205893862U true CN205893862U (en) | 2017-01-18 |
Family
ID=57769760
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620624010.7U Expired - Fee Related CN205893862U (en) | 2016-06-22 | 2016-06-22 | Spongeization stadium basis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205893862U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114606824A (en) * | 2022-01-27 | 2022-06-10 | 四川尧顺建设集团有限公司 | Permeable pavement and paving method |
-
2016
- 2016-06-22 CN CN201620624010.7U patent/CN205893862U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114606824A (en) * | 2022-01-27 | 2022-06-10 | 四川尧顺建设集团有限公司 | Permeable pavement and paving method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201050067Y (en) | Soil blocking structure with interlocking component | |
| CN208072088U (en) | Strong water abundant ground railway expensive soil cutting bedding construction | |
| CN207672343U (en) | A kind of curb construction reducing railway subgrade surface width | |
| CN203049610U (en) | Road cutting pile-plank trough type retaining wall structure for railway rich water area | |
| CN103422511A (en) | Reinforcement method for transmission tower shallow base foundation under composite soft soil foundation | |
| CN106400635B (en) | A kind of high embankment widening subgrade of high polymer grouting reinforcement anti-settling | |
| CN205576637U (en) | Processing closes on roadbed structure of existing line soft soil foundation | |
| CN204753261U (en) | Light -duty road bed of a doublestage shelves structure | |
| CN205893862U (en) | Spongeization stadium basis | |
| CN208055994U (en) | It is a kind of with planting trough from embedded ecology water conservancy project retaining wall brick | |
| CN213203978U (en) | Ecological flood bank structure | |
| CN202509502U (en) | Soft soil area composite soil nailing wall | |
| CN207944427U (en) | It is a kind of with planting trough from embedded ecology water conservancy project retaining wall structure | |
| CN202187253U (en) | Roadbed structure of high-speed railway on unsaturated soil foundation in flat area | |
| CN202530351U (en) | Carbon mudstone-soil layered staggered embankment filling structure | |
| CN108086250A (en) | It is a kind of with planting trough from embedded ecology water conservancy project retaining wall brick | |
| CN100593604C (en) | Flexible explosion-proof dike and construction method thereof | |
| CN103898824B (en) | The method that Cold And Frozen-soil Regions roadbed processes substrate with plastic draining board | |
| CN206888461U (en) | Ground sweat structure | |
| CN206545211U (en) | A kind of soft foundation slope reinforcement structure | |
| CN205875227U (en) | Utilize pore pressure to provide foundation structure of bearing capacity | |
| CN207295346U (en) | A kind of non-fragment orbit railway expensive soil cutting structure | |
| CN205917649U (en) | River bank slope protection structure | |
| CN206418460U (en) | Ecological slope protection structure | |
| CN106381789B (en) | A kind of high polymer grouting reinforcement anti-settling widening subgrade |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170118 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |