CN204919268U - Not artificial beach volleyball ground ground - Google Patents
Not artificial beach volleyball ground ground Download PDFInfo
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- CN204919268U CN204919268U CN201520704365.2U CN201520704365U CN204919268U CN 204919268 U CN204919268 U CN 204919268U CN 201520704365 U CN201520704365 U CN 201520704365U CN 204919268 U CN204919268 U CN 204919268U
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- beach volleyball
- place
- disposal ditches
- ground
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Abstract
The utility model discloses a not artificial beach volleyball ground ground, including the beach volleyball ground body and disposal ditches, the beach volleyball ground is personally experienced sth. Part of the body has the disposal ditches to encircle all around, and disposal ditches both sides step has the walling, and for 80 -120mm is thick at the bottom of the ditch of disposal ditches, compare for 40 -70mm%m's concrete layer on the slope, the beach volleyball ground body includes hydrophobic layer and the sea sand layer that 400 -600mm is thick that is located the hydrophobic layer top. The beneficial effects of the utility model are that: place water guide and hydrophobic effectual, sea sand layer do not have ponding, can long -term keep dry, stopped the loss of having breeied, reduced the sea sand layer of bacterium to the place quality improves, has prolonged place life, simple, the standard of place structure and construction method, the cost is on the low side.
Description
Technical field
The utility model relates to volleyball court, is specifically related to a kind of artificial beach volleyball place adopting filtering type water guide.
Background technology
Beach volleyball, being called for short " beach volleyball ", is present fashionable global sports.
Artificial beach volleyball place is that beach volleyball fan provides good amusement and recreation or agonistic place, but existing artificial beach volleyball place and construction method exist following problem: 1) without the construction method of standard criterion; 2) construction method is complicated, loaded down with trivial details and cost is high; 3) generally can only construct on hard place or sandy beach, can not construct at wetland; 4) water guide in beach volleyball place and hydrophobic Resolving probiems undesirable, sand bed ponding, causes sand bed bacteria breed, and place quality declines.
Utility model content
For solving the deficiency of above-mentioned prior art problem, the utility model provides a kind of artificial beach volleyball place, to solve in prior art water guide and hydrophobic problem is undesirable, place quality is not high, constructing structure is complicated, high cost problem.
For achieving the above object, the utility model adopts following technical scheme: a kind of artificial beach volleyball place, comprises beach volleyball ground body and disposal ditches.It is characterized in that: described beach volleyball ground body surrounding has disposal ditches to build around, both sides, disposal ditches and has walling, and the bottom of trench of disposal ditches is that 80-120mm is thick, and slope is than the layer of concrete for 40-70mm%m; Beach volleyball ground field body comprises drainage blanket and is positioned at the sea sand layer of the 400-600 millimeters thick above drainage blanket.
It improves further and is: described drainage blanket is made up of two-layer up and down, and upper strata is the pervious layer that 50-110mm is thick, and lower floor is that 100-150mm is thick, and slope is than the layer of concrete for 50-70mm%m.
Further: the glass-fiber-fabric or the non-woven fabrics that cover more than one deck 40 order between described sea sand layer and drainage blanket.
Further: fill large, medium and small cobble successively from top to bottom in described disposal ditches or rubble high to walling, the sea sand layer of described beach volleyball ground body four sides extends and covers disposal ditches and whole place.
Further: described walling is provided with reinforcing prop at interval of two meters.
Further: below described drainage blanket, to be filled with basal layer.
The utility model beneficial effect is:
1) place water guide and hydrophobic effect good, sea sand layer does not have ponding, can keep dry for a long time, has stopped the loss of growing, decreasing sea sand layer of bacterium, thus place quality improves, and extends place application life;
2) simple, the specification for the treatment of of the earth and construction method, cost is on the low side;
3) construction method of this treatment of the earth all can be implemented at wetland or hard place.
Accompanying drawing explanation
Fig. 1 is the structural representation on artificial beach volleyball ground ground.
Fig. 2 is the cut-away section structural representation on artificial beach volleyball ground ground
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model and detailed description of the invention thereof are described in further detail.
Below provide embodiment of the present utility model:
Embodiment 1
A kind of artificial beach volleyball place, comprises beach volleyball ground body 1 and disposal ditches 2, described beach volleyball ground body 1 surrounding have disposal ditches 2 around, the effect of disposal ditches 2 is derived by the water of beach volleyball ground body 1; Both sides, disposal ditches 2 are built walling 5, plays the effect of protection and specification beach volleyball ground body 1; Walling 5 is provided with reinforcing prop (not shown) at interval of two meters, plays beach volleyball ground body 1 protective effect, prevents from subsiding; The layer of concrete 6 that the cast-in-place 100mm of bottom of trench of disposal ditches 2 is thick, slope ratio is 60mm%m, namely slope is built than the drop by every hundred meters 60 millimeters; Beach volleyball ground body 1 comprises drainage blanket and cover the thick sea sand layer 3 of 500mm above drainage blanket, and drainage blanket to extend to inside walling 5 and concordant with it, and the moisture content of sea sand layer 3 flow to disposal ditches 2 after drainage blanket is dredged is derived.
Described drainage blanket is made up of two-layer up and down, and lower floor is the layer of concrete 7 that 120mm is thick, slope ratio is 60mm%m, and upper strata is that the pervious layer 8 that 80mm is thick forms.Pervious layer 8 mainly plays filtered water, and main component is pervious concrete.
Pervious concrete, also known as porous concrete, non-fine concrete, permeable terrace, it is by a kind of porous light concrete of aggregate, cement and water mixing, and it containing fines, is not mutually bondd by coarse aggregate Surface coating skim cement paste and form the equally distributed cellular structure in hole, therefore there is ventilative, permeable and lightweight feature, also can claim non-fine concrete.It is by American-European, the Japan and other countries defect for the road surface of former urban road, and the one of application can allow rainwater flow into underground, effective recharge of groundwater, some Urban Environmental Problems that the groundwater table alleviating city sharply declines etc.And effectively can eliminate the harm of the environmental pollutions such as ground oil compounds; Meanwhile, be the excellent pavement material protecting underground water, maintaining ecological balance, energy alleviating urban heat island effect; It is conducive to, in the work such as the benign development of environment for human survival and urban rainwater management and water prevention and cure of pollution, having special significance.(from Baidupedia)
When pervious layer 8 builds concrete enforcement usable diameter be 3-10mm stone grain and cement by weight ratio 3:1 mix, more cast-in-place compacting after adding permeable specialist additive mix and blend, floatingly to form.The moisture content of sea sand layer 3 flow to disposal ditches 2 through the layer of concrete 7 of 60mm%m slope ratio after pervious layer 8 filters is derived.
The glass-fiber-fabric (not shown) of more than one deck 40 order is covered, prevent fine sand from entering pore that pervious layer 8 blocks pervious layer 8 between described sea sand layer 3 and drainage blanket.
Fill large, medium and small cobble 9-11 in described disposal ditches 2 from top to bottom successively high to walling, object is to fully ensure the unimpeded of current direction.The sea sand layer 3 four sides extension of described beach volleyball ground body 1 covers disposal ditches 2 and whole place, and disposal ditches 2 is stealthy disposal ditches,
Implement 1 for build beach volleyball place on wetland, therefore described artificial beach volleyball place also comprises and is positioned at by the basal layer 4 that horizontal relief is built below drainage blanket, and described basal layer 4 inserts compresses, compacting, pressing form.
The construction method in above-mentioned artificial beach volleyball place, comprise disposal ditches and build and the construction of beach volleyball ground body, the construction of described disposal ditches comprises the steps:
1) plan place, delimit boundary of works area, find out horizontal relief, determine that the height in court and actual environment match;
2) excavate disposal ditches, disposal ditches is around beach volleyball ground body surrounding;
3) both sides, disposal ditches are built walling, and walling is provided with reinforcing prop at interval of two meters;
4) concrete that the cast-in-place 100mm of the bottom of trench of disposal ditches is thick, slope is than the drop cast-in-situ concrete layer pressing 60 millimeters by every hundred meters;
5) disposal ditches is filled successively with large, medium and small cobble high to walling;
After disposal ditches construction completes, because be build beach volleyball place on wetland, then also need to carry out basal layer construction according to horizontal relief, described basal layer inserts compression, compacting, pressing form.
Namely carry out the body construction of beach volleyball ground field after basal layer construction, described beach volleyball ground field body implement sequence is as follows:
6) on basal layer, cast-in-place 120mm is thick, and slope is than by the drop cast-in-situ concrete layer of every hundred meters 60 millimeters, and described layer of concrete to extend to inside walling and concordant with it;
7) with the machine of clearing off, the layer of concrete of 60mm%m is carried out the process of receipts light;
8) the thick pervious layer of cast-in-place one deck 80mm above 60mm%m layer of concrete, described pervious layer diameter be 3-10mm stone grain and cement by weight ratio 3:1 mix, cast-in-place compacting after adding permeable specialist additive mix and blend again, floatingly to form, pervious layer to extend to inside walling and concordant with it;
9) on pervious layer, cover the glass-fiber-fabric of more than one deck 40 order;
10) on glass-fiber-fabric, cover the sea sand layer through screening that one deck 500mm is thick, sea sand layer covers disposal ditches and whole place.
Embodiment 2
A kind of artificial beach volleyball place, comprises beach volleyball ground body 1 and disposal ditches 2, described beach volleyball ground body 1 surrounding have disposal ditches 2 around, both sides, disposal ditches 2 are built walling 5, and walling 5 is provided with reinforcing prop (not shown) at interval of two meters; The layer of concrete 6 that the cast-in-place 80mm of bottom of trench of disposal ditches 2 is thick, slope ratio is 40mm%m, namely slope is built than the drop by every hundred meters 40 millimeters; Beach volleyball ground body 1 comprises drainage blanket and cover the thick sea sand layer 3 of 400mm above drainage blanket, and drainage blanket to extend to outside walling 5 and concordant with it, and the moisture content of sea sand layer 3 is dredged through drainage blanket 3, walling 5 flow to disposal ditches 2 after permeating and derives.
Described drainage blanket is made up of two-layer up and down, lower floor is the layer of concrete 7 that 100mm is thick, slope ratio is 50mm%m, upper strata is that the pervious layer 8 that 50mm is thick forms, pervious layer 8 mainly plays filtered water, with diameter be 3-10mm stone grain and cement by weight ratio 3:1 mix, more cast-in-place compacting after adding permeable specialist additive mix and blend, floatingly to form.Sea sand layer 3 moisture content can through the layer of concrete 7 of 50mm%m slope ratio after pervious layer 8 permeates, then after walling 5 permeates, flow to disposal ditches 2 derive.
The non-woven fabrics (not shown) of more than one deck 40 order is covered between described sea sand layer 3 and drainage blanket.
Large, medium and small rubble is filled from top to bottom successively high to walling in described disposal ditches 2.The sea sand layer 3 four sides extension of described beach volleyball ground body 1 covers disposal ditches 2 and whole place,
Implement 2 for build beach volleyball place on hard place, therefore described artificial beach volleyball place does not need foundation construction layer below drainage blanket.
The construction method in above-mentioned artificial beach volleyball place, comprise disposal ditches and build and the construction of beach volleyball ground body, the construction of described disposal ditches comprises the steps:
1) plan place, delimit boundary of works area, find out horizontal relief, determine that the height in court and actual environment match;
2) excavate disposal ditches, disposal ditches is around beach volleyball ground body surrounding;
3) both sides, disposal ditches are built walling, and walling is provided with reinforcing prop at interval of two meters;
4) concrete that the cast-in-place 80mm of the bottom of trench of disposal ditches is thick, slope is than the drop cast-in-situ concrete layer pressing 80 millimeters by every hundred meters.
5) disposal ditches is filled successively with large, medium and small rubble high to walling;
After disposal ditches construction completes, because be build beach volleyball place on hard place, then do not need to carry out basal layer construction, directly place is compressed, tamps, flattens.
Namely carry out the body construction of beach volleyball ground field by after place compression, compacting, pressing, described beach volleyball ground field body implement sequence is as follows:
6) the cast-in-place 100mm in ground on the scene is thick, and slope is than by the drop cast-in-situ concrete layer of every hundred meters 50 millimeters, and described layer of concrete to extend to outside walling and concordant with it;
7) with the machine of clearing off, the layer of concrete of 50mm%m is carried out the process of receipts light;
8) the thick pervious layer of cast-in-place one deck 50mm above 50mm%m layer of concrete, described pervious layer diameter be 3-10mm stone grain and cement by weight ratio 3:1 mix, cast-in-place compacting after adding permeable specialist additive mix and blend again, floatingly to form, pervious layer to extend to outside walling and concordant with it;
8) on pervious layer, cover the non-woven fabrics of more than one deck 40 order;
10) on non-woven fabrics, cover the sea sand layer through screening that one deck 400mm is thick, sea sand layer covers disposal ditches and whole place.
Embodiment 3
A kind of artificial beach volleyball place, comprises beach volleyball ground body 1 and disposal ditches 2, described beach volleyball ground body 1 surrounding have disposal ditches 2 around, both sides, disposal ditches 2 are built walling 5, and walling 5 is provided with reinforcing prop (not shown) at interval of two meters; The layer of concrete 6 that the cast-in-place 120mm of bottom of trench of disposal ditches 2 is thick, slope ratio is 70mm%m, namely slope is built than the drop by every hundred meters 70 millimeters; Beach volleyball ground body 1 comprises drainage blanket and cover the thick sea sand layer 3 of 600mm above drainage blanket, and drainage blanket extends to walling 5 and concordant with it.
Described drainage blanket is made up of two-layer up and down, and lower floor is the layer of concrete 7 that 150mm is thick, slope ratio is 70mm%m, and upper strata is the pervious layer composition that 110mm is thick.
The glass-fiber-fabric (not shown) of more than one deck 40 order is covered between described sea sand layer 3 and drainage blanket.
Fill large, medium and small cobble 9-11 in described disposal ditches 2 from top to bottom successively high to walling 5, the sea sand layer 3 four sides extension of described beach volleyball ground body 1 covers disposal ditches 2 and whole place.
Implement 3 for build beach volleyball place on wetland, therefore described artificial beach volleyball place also comprises and is positioned at by the basal layer 4 that horizontal relief is built below drainage blanket, and described basal layer 4 inserts compresses, compacting, pressing form.
The construction method in above-mentioned artificial beach volleyball place, comprise disposal ditches and build and the construction of beach volleyball ground body, the construction of described disposal ditches comprises the steps:
1) plan place, delimit boundary of works area, find out horizontal relief, determine that the height in court and actual environment match;
2) excavate disposal ditches, disposal ditches is around beach volleyball ground body surrounding;
3) both sides, disposal ditches are built walling, and walling is provided with reinforcing prop at interval of two meters;
4) concrete that the cast-in-place 120mm of the bottom of trench of disposal ditches is thick, slope is than the drop cast-in-situ concrete layer pressing 70 millimeters by every hundred meters.
5) disposal ditches is filled successively with large, medium and small cobble high to walling;
After disposal ditches construction completes, because be build beach volleyball place on wetland, then also need to carry out basal layer construction, described basal layer inserts compression, compacting, pressing form.
Namely carry out the body construction of beach volleyball ground field after basal layer construction, described beach volleyball ground field body implement sequence is as follows:
6) on basal layer, cast-in-place 150mm is thick, and slope is than by the drop cast-in-situ concrete layer of every hundred meters 70 millimeters, and described layer of concrete to extend to outside walling and concordant with it;
7) with the machine of clearing off, the process of receipts light is carried out than the layer of concrete of 70mm%m in slope;
8) compare on slope for the thick pervious layer of cast-in-place one deck 110mm above 70mm%m layer of concrete, described pervious layer diameter be 3-10mm stone grain and cement by weight ratio 3:1 mix, cast-in-place compacting after adding permeable specialist additive mix and blend again, floatingly to form, pervious layer to extend to inside walling and concordant with it;
9) on pervious layer, cover the glass-fiber-fabric of more than one deck 40 order;
10) on glass-fiber-fabric, cover the sea sand layer through screening that one deck 600mm is thick, sea sand layer covers disposal ditches and whole place.
Obviously, above-described embodiment is only for the utility model example is clearly described, and is not the restriction to embodiment of the present utility model.For those of ordinary skill in the field, can also make other changes in different forms on the basis of the above description.Here exhaustive without the need to also giving all embodiments.And these belong to spirit institute's apparent change of extending out of the present utility model or change and are still among protection domain of the present utility model.
Claims (6)
1. an artificial beach volleyball place, comprise beach volleyball ground body and disposal ditches, it is characterized in that: described beach volleyball ground body surrounding has disposal ditches to build around, both sides, disposal ditches and has walling, the bottom of trench of disposal ditches is that 80-120mm is thick, and slope is than the layer of concrete for 40-70mm%m; Beach volleyball ground field body comprises the drainage blanket sea sand layer thick with the 400-600mm be positioned at above drainage blanket.
2. artificial beach volleyball place according to claim 1, it is characterized in that: described drainage blanket is made up of two-layer up and down, upper strata is the pervious layer that 50-110mm is thick, and lower floor is that 100-150mm is thick, and slope is than the layer of concrete for 50-70mm%m.
3. artificial beach volleyball place according to claim 1, is characterized in that: the glass-fiber-fabric or the non-woven fabrics that cover more than one deck 40 order between described sea sand layer and drainage blanket.
4. artificial beach volleyball place according to claim 1, it is characterized in that: fill large, medium and small cobble successively from top to bottom in described disposal ditches or rubble high to walling, the sea sand layer of described beach volleyball ground body four sides extends and covers disposal ditches and whole place.
5. artificial beach volleyball place according to claim 1, is characterized in that: described walling is provided with reinforcing prop at interval of two meters.
6. artificial beach volleyball place according to claim 1, is characterized in that: be filled with basal layer below described drainage blanket.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520704365.2U CN204919268U (en) | 2015-09-12 | 2015-09-12 | Not artificial beach volleyball ground ground |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520704365.2U CN204919268U (en) | 2015-09-12 | 2015-09-12 | Not artificial beach volleyball ground ground |
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| CN204919268U true CN204919268U (en) | 2015-12-30 |
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| CN201520704365.2U Expired - Fee Related CN204919268U (en) | 2015-09-12 | 2015-09-12 | Not artificial beach volleyball ground ground |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113358A (en) * | 2015-09-12 | 2015-12-02 | 常德市百春体育工程建设有限公司 | Artificial beach volleyball court and construction method |
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- 2015-09-12 CN CN201520704365.2U patent/CN204919268U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113358A (en) * | 2015-09-12 | 2015-12-02 | 常德市百春体育工程建设有限公司 | Artificial beach volleyball court and construction method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151230 Termination date: 20200912 |