CN1189560A - Permeating unobstructed water discharging appts. for athletic field - Google Patents
Permeating unobstructed water discharging appts. for athletic field Download PDFInfo
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- CN1189560A CN1189560A CN97100493A CN97100493A CN1189560A CN 1189560 A CN1189560 A CN 1189560A CN 97100493 A CN97100493 A CN 97100493A CN 97100493 A CN97100493 A CN 97100493A CN 1189560 A CN1189560 A CN 1189560A
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- sports ground
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- dewatering installation
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- osmos tube
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Abstract
An osmotic drainage system without obstacles for sports ground features that several osmosizing tubes are laid in proper internals on basic ground of sports ground and then broken stone layer, vertical osmotic layer, water emulfied resin and surfical layer are sequentially laid. Said osmotic tubes are connected to a common drainage pip. Its advantages are quick draining and effective utilization of ground area.
Description
The present invention relates to a kind of place ponding that makes and below the face of land, permeate discharging, and can improve the sports ground dewatering installation of draining and place operation efficiency, refer to the accessible dewatering installation of a kind of sports ground infiltration type especially.
For all out door stadiums, the weather situation is undoubtedly it and uses the natural enemy of going up maximum.Owing to do not cover facility, when rainy, no matter be player's race in the field or field limit spectators' event watching, all will suffer great influence, when the force of rain is big, even will causes race to pause fully and can't carry out, therefore promptly arise at the historic moment in the large-scale indoor sport shop that not influenced by weather.Although but the indoor sport shop possesses various advantages, its restriction in the sky is earlier also arranged, limited as conditions such as place size, height, can't be for 100,000 above spectators' megaevent use (as Opening Ceremony of the Games) easily, moreover the use cost in indoor sport shop is very shocking.
Can effectively solve the problem that influenced by weather though this shows the indoor sport shop, consider based on each side such as user demand and costs, out door stadium still has great existence to be worth.
As mentioned above, the biggest factor that influences the out door stadium use is weather, although the situation gesture difficulty of wind and weather is avoided, but for making sports ground after raining, can promptly drain the water away, use for continuing, good drainage system is very important for the outdoor type sports ground.
As shown in Figure 4, it is the plan view from above of general sports ground, it includes an endless track 80 and a straight line runway 81, wherein the space that endless track 80 surrounded is the playground 82 for other sports uses, aspect its drainage system, mainly be to be equipped with gutter 83 in the inboard of endless track 80, gutter 83 is in the cloudy well 84 that is arranged with the RC system every suitable distance, to assemble the ponding that flows into by endless track 80 and playground 82, also be provided with gutter 85 in straightaway 81 outer side edges again, this gutter 85 is that the RC culvert pipe 86 with flush type communicates, and makes gutter 83, ponding in 85 is discharged by direction shown in the arrow.
And for example shown in Figure 5, it is the sectional view of aforementioned movement field, by can obviously finding out among the figure, aforementioned drainage system can flow into rapidly in the gutter 83 for making playground 82 and runway 80,81 surface area waters, is the surface gradient that changes playground 82 and runway 80,81, centre as playground 82 is the highest, and by this place to the gutter 83 forms the slope, runway 80,81 partly then forms the slope by outer side edges to 83 in the gutter of inboard again, be beneficial to its surperficial ponding and flow, and be focused in the gutter 83.
Only there is following shortcoming in these drainage systems:
Be difficult for: from the above wholely, for the sports ground surface area water can be discharged rapidly, promptly must make whole sports ground, comprise that runway 80,81 and playground 82 all must handle out a tangible gradient when whole ground, because territory is quite big, desire to reach comprehensively that smooth degree has its actual difficulty, and ground surface still has when concavo-convex then and there, its ponding still can't effectively arrive gutter 83,85, and fails to realize original intended purposes.
Safety causes anxiety: can find out as Fig. 5, be covered with the made ditch lid 86 of RC system or cast iron on the gutter 83, though this ditch lid 86 is used to cover gutter 83, only because of contiguous runway 80,81, when cinder specialists by the time cross the border accidentally and trample, promptly might cause athletic injury, because of no matter ditch lid 86 is to be made of RC or cast iron, its hardness is all disproportionate with the DE of runway 80,81, and promptly there is the anxiety that injures its ankle in player foot when suffering this drastic change suddenly.In fact, ditch lid 86 protrudes in ground most likely a little, and this kind protrusion phenomenon also makes the player kick easily, and causes other to plant injury.
Cause the place to use obstacle: because the setting in gutter 83,85, and producing tangible border by ditch lid 86 outstanding on it, rigid separation is done with the place in the outstanding border of this kind, and can't be applied in a flexible way in the place.
The construction cost height: every square centimeter operating expenses is higher.
From the above, the drainage system of existing sports ground obviously is further improved.
Therefore, main purpose of the present invention is to provide a kind of drainage efficiency and unlikely sports ground infiltration type dewatering installation that causes Equestrian-Jumping of improving, it mainly is to be equipped with several osmos tubes with suitable spacing on the former soil layer in sports ground base, lay the rubble grating of suitable thickness, vertical permeable formation, aqueous emulsifying resin and surface course subsequently thereon in regular turn, each osmos tube one end that wherein is positioned at the bottom is connected to a gutter jointly, with discharging ponding;
Utilize previous designs can make athletic ground ponding by the discharging rapidly below the face of land of vertical penetration mode, and because of not forming projection on the face of land, and help the space of sports ground to use.
It is that adhesive-bonded fabric cooperates the hollow tube that steel wire constituted that another purpose of the present invention is to make aforementioned osmos tube, so that the moisture on its upper strata is infiltrated, and forms a water stream channel.
Another object of the present invention be to make aforementioned vertical permeable formation by heavy mud, the coarse sand of proper proportion, extra large sand is puddled forms, and is convenient to the infiltration of moisture, and tool filters and prevents the effect of weed growth.
Technical program of the present invention lies in providing a kind of sports ground infiltration type accessible dewatering installation, it is characterized in that: it is to be embedded with several osmos tubes in the sports ground bottom with suitable spacing, after infiltrating into below the face of land with vertical direction, the ponding on confession sports ground surface compiles, each osmos tube and the gutter outer with being located at sports ground communicate again, and the ponding that provide (shenglvehao)with foreign exchange combines between each osmos tube outwards discharges.
The accessible dewatering installation of described sports ground infiltration type is characterized in that: this sports ground bottom from bottom to top is provided with a former soil layer in regular turn, is provided with osmos tube, rubble grating, permeable formation, emulsifying resins and surface course more than the former soil layer in regular turn in this.
The accessible dewatering installation of described sports ground infiltration type is characterized in that: be formed with a groove respectively in suitable spacing place on this former soil layer, for osmos tube is set.
The accessible dewatering installation of described sports ground infiltration type is characterized in that: this osmos tube is the supporter by steel wire coiled spring coil shape, is coated with the infiltration skin that tough adhesive-bonded fabric constitutes again outside this supporter.
The accessible dewatering installation of described sports ground infiltration type is characterized in that: this rubble grating main component is a rubble.
The accessible dewatering installation of described sports ground infiltration type is characterized in that: this permeable formation is puddled by the extra large sand of 15% heavy mud, 60% coarse sand and 25% to form.
The accessible dewatering installation of described sports ground infiltration type is characterized in that: this emulsifying resins is to belong to water-based, and is sprayed at permeable formation surface after the compacting with 10% dilution ratio.
The accessible dewatering installation of described sports ground infiltration type is characterized in that: this surface course is to be made of the material that acryl, resin or emulsifying resins class possess water permeability.
The accessible dewatering installation of described sports ground infiltration type is characterized in that: the groove two lateral walls of this former soil layer is the internally oblique shape, and the channel bottom backfill is covered with the coarse sand of suitable thickness again, with this osmos tube of pad holder.
The present invention compared with the prior art advantage and good effect is very obvious.By above technical scheme as can be known, sports ground dewatering installation of the present invention possesses following advantage at least:
1 can improve drainage efficiency: because ponding is to be permeated vertically downward by the face of land all sidedly, and each layer seepage flow below the face of land compiles, so can get rid of the ponding of sport surface in the shortest time.
2 constructions are convenient: need not must handle the large tracts of land place formation gradient as the drainage system of conventional motion field, so comparatively simple convenient on construction technology.
3 clear spaces: because drainage of the present invention is all below the face of land, its ground does not have any outstanding obstruction, thus can be convenient to applying in a flexible way of athletic ground, as for original separation as runway and playground, only must the different colours difference get final product.
4 guarantee safety: again because of there is no any projection in sport surface, so the unnecessary injury that can avoid the player to kick, step on and caused fully.
5 construction costs are low: every square centimeter only is number/one of traditional drainage system.
Further specify specific structural features of the present invention and purpose below in conjunction with accompanying drawing.
Brief Description Of Drawings:
Fig. 1 is a plan view from above of the present invention.
Fig. 2 is a sectional view of the present invention.
Fig. 3 is the amplification view of osmos tube of the present invention.
Fig. 4 is the plan view from above of conventional motion field.
Fig. 5 is the sectional view of conventional motion field drainage system.
Relevant structure of the present invention partly, please at first consult shown in Figure 1, it mainly is to be embedded with several osmos tubes 10 in the sports ground bottom with suitable spacing, after infiltrating into below the face of land with vertical direction, the ponding on confession sports ground surface compiles, each osmos tube 10 gutter 100 outer with being located at sports ground communicates again, outwards discharges for the ponding that comes together in 10 of each osmos tubes.
Can further find out detailed construction of the present invention by Fig. 2 again, it mainly is to establish with a former soil layer 20 in the place, base of predetermined set sports ground, be provided with osmos tube 10, rubble grating 30, permeable formation 40, emulsifying resins 50 and surface course 60 etc. more than 20 in regular turn in this former soil layer, wherein:
This former soil layer 20 is to obtain behind whole ground, be formed with a groove 21 respectively in suitable spacing place on it, for osmos tube 10 is set, the two lateral walls of this groove 21 is internally oblique shapes, the moisture that is beneficial to former soil layer 20 surfaces flows into, therebetween and backfill the coarse sand 22 of suitable thickness is arranged, with this osmos tube 10 of pad holder, and one cushion space when giving osmos tube 10 pressurizeds;
This osmos tube 10 is showed for beyond the groove 21 with the pipe more than 1/3rd at least, compiles the moisture that oozes down with absorption; Please cooperate again consult shown in Figure 3, the concrete structure of this osmos tube 10, it is supporter 11 by steel wire coiled spring coil shape, outside this supporter 11, be coated with the infiltration skin 12 that tough adhesive-bonded fabric constitutes again, use formation one hollow and the branch that can supply water and infiltrate into inside by the top layer, and the osmos tube 10 that therebetween flows.
Still see also shown in Figure 2ly again, this rubble grating 30 is to be covered on former soil layer 20 and the osmos tube 10, and its main component is a rubble, can form suitably therebetween between the crack, supply water and divide infiltration downwards, in present embodiment, its laying depth is 20 centimeters again.
This permeable formation 40 is to cover on rubble grating 30, and its main component is as follows:
Heavy mud: 15%
Coarse sand: 60%
Sea sand: 25%
Wherein, above-mentioned heavy mud be by after the sand dealer washed-out sand remaining sediment, its tool stickiness is easy to compacting, can be used as the interface that combines of extra large sand and coarse sand, and it is typical twice laid.
This sea sand is because of the tool salinity, so can prevent to multiply the surface that weeds are destroyed sports ground, its density height again can be in order to tamp the space of coarse sand.
Aforementioned base materials, ratio are compacted on the rubble grating 30 with the spreading machine tiling after fully mixing, and in present embodiment, laying depth is 7 centimeters.And this permeable formation 40 can produce the effect of filtering to the moisture of downward infiltration simultaneously except that the pipeline that moisture infiltration downwards is provided.
This emulsifying resins 50 is to belong to water-based, and it is to be sprayed at permeable formation 40 surfaces after the compacting with 10% dilution ratio, and with the usefulness as the typing leveling, and emulsifying resins 50 branch that also can supply water itself permeates.
This surface course 60 is that the material by emulsifying resins or the suitable water permeability of other tools constitutes.
Can obviously find out concrete structure kenel of the present invention by above-mentioned explanation, implement the detailed the following stated of aspect as for it:
On by the surface course 60 on athletic ground that previous constructions constitutes during ponding, this ponding will directly be permeated by surface course 60 vertically downward, and the moisture that permeates downwards is when emulsifying resins 50 passes through permeable formation 40, it will produce the effect of filtering, the ponding water quality of downward infiltration is improved, and promotes the infiltration efficient of osmos tube 10.
The moisture that is oozed out by permeable formation 40 will be through the bigger rubble grating 30 in gap again, and infiltrates into osmos tube 10 surfaces downwards, and after infiltrating osmos tube 10 inside subsequently and compiling, the gutter 100 that flows to the sports ground limit discharges.
And be that the moisture of guaranteeing osmos tube 10 inside discharges rapidly, it can reduce the height that is connected an end with gutter 100, and makes osmos tube 10 form a gradient, is beneficial to flowing of current.
Claims (9)
1 one kinds of accessible dewatering installations of sports ground infiltration type, it is characterized in that: it is to be embedded with several osmos tubes in the sports ground bottom with suitable spacing, after infiltrating into below the face of land with vertical direction, the ponding on confession sports ground surface compiles, each osmos tube and the gutter outer with being located at sports ground communicate again, and the ponding that provide (shenglvehao)with foreign exchange combines between each osmos tube outwards discharges.
The accessible dewatering installation of 2 sports ground infiltration types according to claim 1, it is characterized in that: this sports ground bottom from bottom to top is provided with a former soil layer in regular turn, is provided with osmos tube, rubble grating, permeable formation, emulsifying resins and surface course more than the former soil layer in regular turn in this.
The accessible dewatering installation of 3 sports ground infiltration types according to claim 2 is characterized in that: be formed with a groove respectively in suitable spacing place on this former soil layer, for osmos tube is set.
The accessible dewatering installation of 4 sports ground infiltration types according to claim 2 is characterized in that: this osmos tube is the supporter by steel wire coiled spring coil shape, is coated with the infiltration skin that tough adhesive-bonded fabric constitutes again outside this supporter.
The accessible dewatering installation of 5 sports ground infiltration types according to claim 2 is characterized in that: this rubble grating main component is a rubble.
The accessible dewatering installation of 6 sports ground infiltration types according to claim 2 is characterized in that: this permeable formation is puddled by the extra large sand of 15% heavy mud, 60% coarse sand and 25% to form.
The accessible dewatering installation of 7 sports ground infiltration types according to claim 2 is characterized in that: this emulsifying resins is to belong to water-based, and is sprayed at permeable formation surface after the compacting with 10% dilution ratio.
The accessible dewatering installation of 8 sports ground infiltration types according to claim 2 is characterized in that: this surface course is to be made of the material that acryl, resin or emulsifying resins class possess water permeability.
The accessible dewatering installation of 9 sports ground infiltration types according to claim 3, it is characterized in that: the groove two lateral walls of this former soil layer is the internally oblique shape, the channel bottom backfill is covered with the coarse sand of suitable thickness again, with this osmos tube of pad holder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 97100493 CN1064102C (en) | 1997-01-29 | 1997-01-29 | Permeating unobstructed water discharging appts. for athletic field |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 97100493 CN1064102C (en) | 1997-01-29 | 1997-01-29 | Permeating unobstructed water discharging appts. for athletic field |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1189560A true CN1189560A (en) | 1998-08-05 |
| CN1064102C CN1064102C (en) | 2001-04-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 97100493 Expired - Fee Related CN1064102C (en) | 1997-01-29 | 1997-01-29 | Permeating unobstructed water discharging appts. for athletic field |
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| Country | Link |
|---|---|
| CN (1) | CN1064102C (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100462509C (en) * | 2005-09-02 | 2009-02-18 | 廖洪生 | Method for collecting, storing, and delivering rainwater and pipeline system employing the same |
| CN102433290A (en) * | 2012-01-16 | 2012-05-02 | 江南大学 | Strain for producing citrulline and method for biologically synthesizing citrulline with same |
| CN105316990A (en) * | 2014-06-28 | 2016-02-10 | 冷庆林 | Paving method of outdoor court surface |
| CN107366341A (en) * | 2016-05-13 | 2017-11-21 | 蔡宜真 | Water resource integrates construction method |
-
1997
- 1997-01-29 CN CN 97100493 patent/CN1064102C/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100462509C (en) * | 2005-09-02 | 2009-02-18 | 廖洪生 | Method for collecting, storing, and delivering rainwater and pipeline system employing the same |
| CN102433290A (en) * | 2012-01-16 | 2012-05-02 | 江南大学 | Strain for producing citrulline and method for biologically synthesizing citrulline with same |
| CN105316990A (en) * | 2014-06-28 | 2016-02-10 | 冷庆林 | Paving method of outdoor court surface |
| CN107366341A (en) * | 2016-05-13 | 2017-11-21 | 蔡宜真 | Water resource integrates construction method |
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| Publication number | Publication date |
|---|---|
| CN1064102C (en) | 2001-04-04 |
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