CN101440595A - Method for constructing red clay court - Google Patents
Method for constructing red clay court Download PDFInfo
- Publication number
- CN101440595A CN101440595A CNA2008101890607A CN200810189060A CN101440595A CN 101440595 A CN101440595 A CN 101440595A CN A2008101890607 A CNA2008101890607 A CN A2008101890607A CN 200810189060 A CN200810189060 A CN 200810189060A CN 101440595 A CN101440595 A CN 101440595A
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- Prior art keywords
- clay
- centimetres
- layer
- court
- sand
- 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.)
- Granted
Links
- 239000004927 clay Substances 0.000 title claims abstract description 37
- 238000000034 method Methods 0.000 title claims abstract description 12
- 239000010410 layer Substances 0.000 claims abstract description 30
- 239000004576 sand Substances 0.000 claims abstract description 25
- 239000011449 brick Substances 0.000 claims abstract description 16
- 239000011435 rock Substances 0.000 claims abstract description 11
- 239000002344 surface layer Substances 0.000 claims abstract description 10
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 claims abstract description 8
- 150000003839 salts Chemical class 0.000 claims abstract description 7
- 239000002893 slag Substances 0.000 claims abstract description 7
- 235000012255 calcium oxide Nutrition 0.000 claims abstract description 4
- 239000000292 calcium oxide Substances 0.000 claims abstract description 4
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 29
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 22
- 239000000463 material Substances 0.000 claims description 19
- 239000011504 laterite Substances 0.000 claims description 18
- 229910001710 laterite Inorganic materials 0.000 claims description 18
- 239000000843 powder Substances 0.000 claims description 14
- 150000002148 esters Chemical class 0.000 claims description 8
- 239000010438 granite Substances 0.000 claims description 7
- 239000006004 Quartz sand Substances 0.000 claims description 5
- 239000003973 paint Substances 0.000 claims description 5
- 239000002245 particle Substances 0.000 claims description 4
- 239000002994 raw material Substances 0.000 claims description 4
- 238000002156 mixing Methods 0.000 claims description 3
- 238000003825 pressing Methods 0.000 claims description 3
- 238000010298 pulverizing process Methods 0.000 claims description 3
- 239000010453 quartz Substances 0.000 claims description 3
- -1 stabilized zone Substances 0.000 claims description 3
- 238000009412 basement excavation Methods 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 238000003756 stirring Methods 0.000 claims description 2
- 238000012423 maintenance Methods 0.000 abstract description 3
- 238000007873 sieving Methods 0.000 abstract description 2
- 239000000428 dust Substances 0.000 abstract 2
- 239000011241 protective layer Substances 0.000 abstract 2
- 230000005465 channeling Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 12
- 239000002689 soil Substances 0.000 description 6
- 239000002956 ash Substances 0.000 description 5
- 238000000465 moulding Methods 0.000 description 5
- 229920002635 polyurethane Polymers 0.000 description 5
- 239000004814 polyurethane Substances 0.000 description 5
- 239000004575 stone Substances 0.000 description 5
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 4
- 235000011941 Tilia x europaea Nutrition 0.000 description 4
- 239000004571 lime Substances 0.000 description 4
- 239000002390 adhesive tape Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 206010009866 Cold sweat Diseases 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- SMZOUWXMTYCWNB-UHFFFAOYSA-N 2-(2-methoxy-5-methylphenyl)ethanamine Chemical compound COC1=CC=C(C)C=C1CCN SMZOUWXMTYCWNB-UHFFFAOYSA-N 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N 2-Propenoic acid Natural products OC(=O)C=C NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 235000002918 Fraxinus excelsior Nutrition 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000001186 cumulative effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000036651 mood Effects 0.000 description 1
- 238000010926 purge Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Road Paving Structures (AREA)
Abstract
The invention discloses a method for constructing a clay court, and relates to a method for constructing indoor and outdoor clay courts. The method for constructing the clay court comprises the following steps: channeling on the ground; then making a base layer, a stable layer, a clay bottom layer, a clay surface layer and a protective layer from the bottom up in sequence; and drawing line or arranging permanent court line, wherein the base layer consists of hard rock and sand rock, the stable layer consists of slag ash and quicklime, the clay bottom layer consists of clay, mechanically sieving sand, brick dust and crushed crude salt, the clay surface layer consists of clay and sand made by a brick dust machine, and the protective layer consists of sand. The clay court constructed by the method has moderate hardness with uneasy change, is durable in use, has low maintenance cost and does not need to draw the court line. In addition, the court is not sticky when encountering rain or watering.
Description
Technical field
A kind of method for constructing red clay court, construction method with relating to the indoor and outdoor clay court.
Background technology
The tennis court can be divided into hard place (acrylic acid place as: U.S. Open Tennis and Australian Open Tennis), meadow (as: Wembledon tennis open competition), clay court and comprise three types in sand place (as: net of justice).Wherein the advantage of clay court is: cheap, comfortable, the health environment-friendly of motion.Be subjected to vast amateurish tennis fan, particularly person in middle and old age fan's favor deeply.By Huhehaote, tennis court, sandy soil ground surpasses 100, and the tennis fan of activity on clay court accounts for more than seventy percent of participation activity number at ordinary times.
Though the clay court is popular, the shortcoming of himself is also arranged, as poor flatness, regular maintenance is cumbersome, comprising: sprinkle water, sand and work such as line.The work of ruling exactly of wherein the most troubling thing, promptly lose time and be not easy to draw neat, because often pipeline purging and line, be easy to cause on the place wired local uneven, greatly influence participation activity personnel's mood, also had influence on the popularization and the use of clay court simultaneously.
For many years, domestic construction technology to ground, clay court does not have the way and the standard of a cover typing, just construction by rule of thumb.Traditional method is called as with the tabia construction promptly: be made of materials such as clay, lime and sands, the combination of three kinds of materials does not have fixing proportionate relationship, grasps by rule of thumb, the place of yet useful pure clay construction.After coming into operation in these places, there is drawback significantly, as: the planeness and the hardness in place do not meet standard; Added the hardening of lime place, do not added the lime place and seem soft; Be clamminess and can't use in the rainy or place, back of watering; Problems such as the place life cycle is short.
Summary of the invention
The construction method that the purpose of this invention is to provide a kind of sandy ground tennis court of standard improves the quality in sandy ground tennis court, makes it smooth more durable.
Method for constructing red clay court of the present invention is earlier in the ground grooving, takes turns doing basal layer, stabilized zone, laterite bottom, laterite surface layer and topping then from lower to upper, then setting-out or the permanent field ground wire is installed; Its specific practice is:
1, find horizon accurately after, to underground dig out with the tennis court onesize, 55-70 centimetres of dark grooves, and compacting;
2, basal layer: the hard rock with 8-12 centimetres is layered on the bottom, paves the back compacting, and its bed thickness is 10-12 centimetres; Be layered on the hard rock layer with the maximum sandstone that is no more than 7 centimetres then, pave back watering and compacting, its layer thickness is 12-17 centimetres, with the levelling of machine sieve sand, compacting again;
3, stabilized zone: the quicklime that is equipped with volume ratio 3-8% in slag ash is mixed thoroughly, is layered on the basal layer, flattens and spill water, compacting then, and its bed thickness is 10-12 centimetres, wherein the slag ash maximum is no more than 3 centimetres;
4, laterite bottom: its thickness is 10-12 centimetres; The material of this layer use has clay, machine sieve sand, brick powder and pulverizes crude salt; Earlier with clay and machine sieve sand by volume 1 to 1 the ratio mixing of granularity less than 2 centimetres, adding volume of mixture then stirs than 20% brick powder (powder that burned brick is worn into) and 1-3% pulverizing crude salt, wherein the brick powder will be higher than 150 orders, smooth is layered on the stabilized zone, water permeable then in the above, treat that water does water content 25-35% the time, this layer of compacting;
5, laterite surface layer: material therefor is particle less than 5 millimeters clay, is higher than 150 purpose brick powder and 50-120 purposes mechanism sand, their volume ratio is respectively: 35-45%, 25-35%, 25-35%, after three kinds of raw materials are stirred, smooth is layered on the laterite bottom, water permeable, treat that water does water content 25-35% the time, compacting, and make this aspect and ground on same horizontal plane;
6, topping: on the laterite surface layer, spill one deck 70-150 purpose sands;
7, dress permanent field ground wire: setting-out and fluting on corresponding position, court, the permanent field ground wire is installed.
The permanent field ground wire be by with the wide granite bar of place line, poly-ly constitute by ester material, quartz sand and paint; The granite bar is a bottom, and the poly-ester material of pressing of 3-5 millimeters thick is arranged on it, is stained with one deck 70-150 purpose quartz sands uniformly on poly-surface by ester material, and quartz sand accounts for poly-by 50-70% of ester material surface area, brushes paint in the superiors.
Through the clay court that this method is built, hardness is moderate, and malleable is not durable in use, and maintenance cost is low, and need not draw the place line again.In addition, chance is rained or is watered, and also can not be clamminess in the place.
The specific embodiment
The clay court of standard is made of: basal layer, stabilized zone, laterite bottom, laterite surface layer and topping.Construction sequence is as follows:
One, smooth place
After the moulding of place ± and turn over 60cm (covered court can the following 50cm of turning over) under 0 absolute altitude, original soil is transported in the excavation place, and smooth compacting is carried out in the place handled.If do not dig below the 60cm, use that road roller rolls repeatedly more than 12 tons, up to till the place compacting to original soil.
Two, basal layer construction
Basal layer adds stone two parts by hard rock and sand and constitutes, and molding thickness is 25cm., and way is as follows:
Hard rock is piled up: on the basis of place levelling compacting, select the hard rock of 8cm---12cm size for use, manually pile up one deck, levelling is carried out with rubble in the hard rock surface; With road roller compacting repeatedly more than 12 tons, its thickness is reached about 10cm; Sand adds the stone construction: on the hard rock basis, carry out sand and add the construction of stone layer, by moulding 15cm thickness unwrapping wire, the particle diameter maximum that interpolation sand adds stone can not surpass 7cm, sand is added stone evenly shakeout on the place, sprinkling water to the sandstone water content reaches 60-70%, uses road roller compacting repeatedly more than 12 tons then; Machine sieves compacting again after the husky surperficial levelling.
Three, stabilized zone
Stabilized zone is done raw material with slag ash and lime, particle diameter is equipped with 5% quicklime companion less than 3 centimetres of slag ash and evenly is layered on the basal layer, and with the height hanging wire of moulding 10cm, its void side should grasp at 15cm; On ashes the watering and make its humidity reach 40-50%, roll with 12 tons of road rollers then, levelling repeatedly constantly reaches requirement up to planeness and compactness when rolling.
Four, laterite bottom
Material requirements: granularity is sieved sand, 150-200 purpose common brick powder and is pulverized crude salt less than 1.5 centimetres high-quality red clay, machine; The match ratio (volume) that red clay and machine sieve sand are pressed 1:1; Add 20% the brick powder of their cumulative volumes and 2% pulverizing crude salt companion and evenly, on basal layer, shakeout permeable with watering after manually treading (layer water content 70-80%); Treat that soil layer does when water content reaches 25-35%, with 0.5-1 ton road roller compacting, the bed thickness after the moulding is 10 centimetres; As be outdoor place, two to three the aproll gradient of thousands of branch should be made in the limit of showing up, its center.
Five, laterite surface layer
Use material: granularity is less than 5 millimeters red clay, 150-200 purpose common brick powder, 50-120 purposes mechanism red sand; Above raw material by volume, the ratio uniform mixing of admaic earth 40%, machine-processed red yarn 30%, brick powder 30% is layered on the laterite bottom, manually treads and levelling; Watering irrigates it (water content is 70-80%) at twice; Treat that this layer does when water content reaches 25-35%, with 0.5-1 ton road roller pressing concora crush reality.
Six, topping
50-120 purposes mechanism red sand is sprinkled upon on the place equably, and the place is all covered, then use base on the ground with red sand drag lift even.The thickness of red sand topping should be grasped not spill laterite ground for well, is generally every place consumption at 0.6 cubic metre.
Seven, place location setting-out
Carry out place location setting-out by standard outdoor Tennis Court ground size; Under the situation that does not adopt the permanent field ground wire, the material of line usefulness is a white waterproof coating.If when using the permanent field ground wire, grooving to bury underground.
Eight, the installation of the fixing and net of net post
Dig pit and bury net post underground in ground on the scene.
So far ground, clay court construction is finished.
The method for production of permanent field ground wire
The wired position grooving in the place, place the granite bar of respective width according to live width, enclose with two side seals of sponge adhesive tape with granite, the sponge adhesive tape should exceed 3mm than granite during stickup, the pouring polyurethane material, before polyurethane solidified, last 70-150 purpose quartz sands that loose rested on polyurethane surface, in case permanent line is too smooth, circuit to ball exerts an influence, quartz sand accounts for 50-70% of total surface, treat that polyurethane material solidifies after, brush 2-3 layers of polyurethane paint in the above; The soil that clean out the sponge adhesive tape, will take out in the time of will opening Cao is clapped broken sieving, and adds an amount of water soil is mixed moist shape, and permanent line both sides are reverted to former state.So far permanent line construction is finished.
Claims (2)
1, a kind of method for constructing red clay court is earlier in the ground grooving, takes turns doing basal layer, stabilized zone, laterite bottom, laterite surface layer and topping then from lower to upper, then setting-out or the permanent field ground wire is installed; It is characterized in that:
A, to underground dig out with the tennis court onesize, 55-70 centimetres of dark grooves, and compacting;
B, basal layer: the hard rock with 8-12 centimetres is layered on the bottom, paves the back compacting, and its bed thickness is 10-12 centimetres; Be layered on the hard rock layer with the maximum sandstone that is no more than 7 centimetres then, pave back watering and compacting, its layer thickness is 12-17 centimetres, with the levelling of machine sieve sand, compacting again;
C, stabilized zone: the quicklime that is equipped with volume ratio 3-8% in slag ash is mixed thoroughly, is layered on the basal layer, flattens and spill water, compacting then, and its bed thickness is 10-12 centimetres, wherein the slag ash maximum is no more than 3 centimetres;
D, laterite bottom: its thickness is 10-12 centimetres; The material of this layer use has clay, machine sieve sand, brick powder and pulverizes crude salt; Earlier with clay and machine sieve sand by volume 1 to 1 the ratio mixing of granularity less than 2 centimetres, adding volume of mixture then stirs than 20% brick powder (powder that burned brick is worn into) and 1-3% pulverizing crude salt, wherein the brick powder will be higher than 150 orders, smooth is layered on the stabilized zone, water permeable then in the above, treat that water does water content 25-35% the time, this layer of compacting;
E, laterite surface layer: material therefor is particle less than 5 millimeters clay, is higher than 150 purpose brick powder and 50-120 purposes mechanism sand, their volume ratio is respectively: 35-45%, 25-35%, 25-35%, after three kinds of raw materials are stirred, smooth is layered on the laterite bottom, water permeable, treat that water does water content 25-35% the time, compacting, and make this aspect and ground on same horizontal plane;
F, topping: on the laterite surface layer, spill one deck 70-150 purpose sands;
G, setting-out or excavation groove are installed the permanent field ground wire.
2, method for constructing red clay court according to claim 1, it is characterized in that the permanent field ground wire be by with the wide granite bar of place line, poly-ly constitute by ester material, quartz sand and paint; The granite bar is a bottom, and the poly-ester material of pressing of 3-5 millimeters thick is arranged on it, is stained with one deck 70-150 purpose quartz sands uniformly on poly-surface by ester material, and quartz sand accounts for poly-by 50-70% of ester material surface area, brushes paint in the superiors.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008101890607A CN101440595B (en) | 2008-12-16 | 2008-12-16 | Method for constructing red clay court |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008101890607A CN101440595B (en) | 2008-12-16 | 2008-12-16 | Method for constructing red clay court |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101440595A true CN101440595A (en) | 2009-05-27 |
| CN101440595B CN101440595B (en) | 2010-08-11 |
Family
ID=40725181
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2008101890607A Expired - Fee Related CN101440595B (en) | 2008-12-16 | 2008-12-16 | Method for constructing red clay court |
Country Status (1)
| Country | Link |
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| CN (1) | CN101440595B (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102852070A (en) * | 2012-09-28 | 2013-01-02 | 陕西速朗运动设施有限公司 | Clay court and construction method thereof |
| CN106396497A (en) * | 2016-08-27 | 2017-02-15 | 惠州市腾威新材料有限公司 | Soft red earth material for tennis court and preparation method thereof |
| CN109183555A (en) * | 2018-10-29 | 2019-01-11 | 林敦玉 | A kind of prefabrication type synthetic court surface layer and its construction method |
| CN109537398A (en) * | 2018-12-29 | 2019-03-29 | 孔明越 | A kind of method of construction on laterite athletic ground |
| CN109646932A (en) * | 2018-12-18 | 2019-04-19 | 赵莹 | A kind of production method of the permanent line in laterite athletic ground |
| CN109853327A (en) * | 2019-04-10 | 2019-06-07 | 吉林化工学院 | A kind of production method of the natural Football pitch based on permanent line of demarcation |
| CN109944137A (en) * | 2019-03-19 | 2019-06-28 | 江西中昌文化体育有限公司 | A kind of clay court and its method of construction |
| CN111892333A (en) * | 2020-09-18 | 2020-11-06 | 湖南云中再生科技股份有限公司 | Construction waste laterite material for tennis court and preparation method thereof |
| TWI711480B (en) * | 2018-09-17 | 2020-12-01 | 龍華科技大學 | An improved marking line for a baseball stadium purpose |
| CN113152206A (en) * | 2021-04-30 | 2021-07-23 | 山东体育学院 | Maintenance-free artificial grass laterite tennis court and construction method |
-
2008
- 2008-12-16 CN CN2008101890607A patent/CN101440595B/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102852070B (en) * | 2012-09-28 | 2015-01-07 | 陕西速朗运动设施有限公司 | Construction method of clay court |
| CN102852070A (en) * | 2012-09-28 | 2013-01-02 | 陕西速朗运动设施有限公司 | Clay court and construction method thereof |
| CN106396497A (en) * | 2016-08-27 | 2017-02-15 | 惠州市腾威新材料有限公司 | Soft red earth material for tennis court and preparation method thereof |
| CN106396497B (en) * | 2016-08-27 | 2018-10-12 | 惠州市腾威新材料有限公司 | A kind of tennis court soft laterite material and preparation method thereof |
| TWI711480B (en) * | 2018-09-17 | 2020-12-01 | 龍華科技大學 | An improved marking line for a baseball stadium purpose |
| CN109183555A (en) * | 2018-10-29 | 2019-01-11 | 林敦玉 | A kind of prefabrication type synthetic court surface layer and its construction method |
| CN109183555B (en) * | 2018-10-29 | 2024-10-01 | 江苏摩高建设科技有限公司 | Prefabricated plastic ground layer and construction method thereof |
| CN109646932A (en) * | 2018-12-18 | 2019-04-19 | 赵莹 | A kind of production method of the permanent line in laterite athletic ground |
| CN109537398A (en) * | 2018-12-29 | 2019-03-29 | 孔明越 | A kind of method of construction on laterite athletic ground |
| CN109944137A (en) * | 2019-03-19 | 2019-06-28 | 江西中昌文化体育有限公司 | A kind of clay court and its method of construction |
| CN109853327A (en) * | 2019-04-10 | 2019-06-07 | 吉林化工学院 | A kind of production method of the natural Football pitch based on permanent line of demarcation |
| CN111892333A (en) * | 2020-09-18 | 2020-11-06 | 湖南云中再生科技股份有限公司 | Construction waste laterite material for tennis court and preparation method thereof |
| CN113152206A (en) * | 2021-04-30 | 2021-07-23 | 山东体育学院 | Maintenance-free artificial grass laterite tennis court and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101440595B (en) | 2010-08-11 |
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Granted publication date: 20100811 Termination date: 20211216 |