CN1740443A - Water draining structure of plastic sports ground - Google Patents
Water draining structure of plastic sports ground Download PDFInfo
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- CN1740443A CN1740443A CN 200510021444 CN200510021444A CN1740443A CN 1740443 A CN1740443 A CN 1740443A CN 200510021444 CN200510021444 CN 200510021444 CN 200510021444 A CN200510021444 A CN 200510021444A CN 1740443 A CN1740443 A CN 1740443A
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- draining
- sports ground
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- gutter
- drainage duct
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Abstract
The water draining structure of plastic sports ground includes draining guide pipe, stuffing sponge, draining pipe, etc. The draining guide pipe is inserted obliquely into the cement ground and has one end corresponding to the bottom hole in plastic layer and the other end connected to the draining pipe. The stuffing sponge is filled inside the draining guide pipe to block silt and guide water to the draining pipe for fast draining. The draining pipes are laid inside the cement ground to connect the draining guide pipe to the blind ditch. When the present invention is used, rain water is drained to the blind ditch through plastic layer bottom hole, draining guide pipe and draining pipe successively.
Description
Technical field the present invention relates to a kind of water draining structure of plastic sports ground, especially comprises the water draining structure of plastic sports ground of parts such as drainage duct, filling sponge, gutter.
Background technology is current, and the many sports grounds in home and abroad all adopt the plastic cement surface in succession.The bottom surface of plastic sports ground is general but there is underground run off the cement floor in the runway inboard.This structure makes the rainwater on sports ground middle part and the runway in time to drain, and influence is used.
Chinese patent CN1199799 number disclosed " sports ground is forced rapid drainage method and drainage system thereof " patent (application number: CN98102003.8), be to lay drainage pipeline networks in the bottom on athletic ground, coated outside filter layer of cloth at pipe network, around pipe network, lay rough sand layer or sand mixed layer, pipeline all is certain gradient to the delivery port direction, total delivery port at pipe network forms the certain negative pressure draining, drainage pipeline networks to branch is arranged in the plane of sports ground in the axis to both sides according to certain spacing, and be pooled to the end of sports ground along the both sides of sports ground, form negative pressure by vacuum pump at the delivery port place; Rainfall is leaned on ooze under the natural gravity under the pressure that becomes under the condition of negative pressure and ooze, more conventional drainage system shortens time 4-5 doubly.The weak point of this patent is: the coated outside filter layer of cloth of pipe network makes draining not rapid; Around pipe network, lay rough sand layer or sand mixed layer, very easily tracked tramping and stop draining; And for the cement floor of plastic sports ground, this structure is not suitable for.
(application number: CN96231790.X), comprise outer wall and become undulatory antipriming pipe, the outside of antipriming pipe is surrounded by filtration beds to No. 2250464 disclosed " porous high penetration pipe " patents of Chinese patent CN; This structure makes wide, the penetration and strong of contact surface increase infiltration of water or liquid and surrounding soil, can be widely used in the irrigation and the draining of field, garden or sports ground.For the cement floor of plastic sports ground, the structure of the contact surface of the described increase surrounding soil of this patent is not suitable for equally.
Purpose of the present invention will provide a kind of simple in structure, draining water draining structure of plastic sports ground rapidly exactly, comprises parts such as drainage duct, filling sponge, gutter, overcomes the deficiency of present plastic sports ground aspect draining, increases operation rate.
Summary of the invention in order to achieve the above object, water draining structure of plastic sports ground provided by the invention, comprise parts such as drainage duct, filling sponge, gutter: the drainage duct oblique cutting is in the cement floor of plastic sports ground, and an end is corresponding with the plastic layer bottom outlet, and the other end is connected with gutter; Filling sponge is filled in the drainage duct, stops silt on the one hand, guides water to enter gutter fast on the other hand; Gutter is laid in the middle of the cement floor of plastic sports ground, has both connected drainage duct, links the underground run off of runway inboard again.When the present invention used, rainwater entered the underground run off of runway inboard at last successively by plastic layer bottom outlet, drainage duct, gutter.
For making the present invention be suitable for using, can there be wire lath the port above the drainage duct, stops silt; Gutter is laid on the form in the middle of the plastic sports ground cement floor, can be parallel, also can be crisscross, can also be other form; Gutter can have certain gradient, is beneficial to draining.
For further making the present invention be suitable for using the diameter of drainage duct and gutter: less than 500 millimeters; A plastic sports ground, the quantity of its drainage duct is: 200～50,000,000,000; The angle of drainage duct oblique cutting in the cement floor of plastic sports ground is: between 0 °～90 °, comprise 90 °.
Water draining structure of plastic sports ground provided by the invention has a significant effect: the drainage duct oblique cutting does not influence the normal use of plastic sports ground in the cement floor of plastic sports ground; Rainwater can pass through plastic layer bottom outlet, drainage duct, gutter fast, enters underground run off at last; Simple in structure, easy to maintenance.
Description of drawings the present invention will be further described in conjunction with the accompanying drawings, please referring to accompanying drawing:
Accompanying drawing is represented schematic diagram of the present invention.
Structure shown in the drawings comprises: plastic cement (1), drainage duct (2), filling sponge (3), cement floor (4), plastic layer bottom outlet (5), the port above the drainage duct (6), gutter (7).
Specific embodiment plastic cement provided by the invention (1) sports ground discharge structure, comprise drainage duct (2), filling sponge (3), gutter parts such as (7): drainage duct (2) oblique cutting is in the cement floor (4) of plastic cement (1) sports ground, one end is corresponding with plastic cement (1) layer bottom outlet (5), and the other end is connected with gutter (7); Filling sponge (3) is filled in the drainage duct (2), stops silt on the one hand, guides water to enter gutter (7) fast on the other hand; Gutter (7) is laid in the middle of the cement floor (4) of plastic cement (1) sports ground, has both connected drainage duct (2), links the underground run off of runway inboard again.When the present invention used, rainwater entered the underground run off of runway inboard at last successively by plastic cement (1) layer bottom outlet, drainage duct (2), gutter (7).
Port (6) above the drainage duct (2) locates that wire lath can be arranged, and stops silt; Gutter (7) is laid on the form in the middle of plastic cement (1) the sports ground cement floor (4), can be parallel, also can be crisscross, can also be other form; Gutter (7) can have certain gradient, is beneficial to draining.
The diameter of drainage duct (2) and gutter (7): less than 500 millimeters; A plastic cement (1) sports ground, the quantity of its drainage duct (2) is: 200～50,000,000,000; The angle of drainage duct (2) oblique cutting in the cement floor (4) of plastic cement (1) sports ground is: between 0 °～90 °, comprise 90 °.
Protection domain of the present invention relates to all changes form recited above.
Claims (4)
1, a kind of plastic cement (1) sports ground discharge structure that comprises underground run off is characterized in that: comprise drainage duct (2), filling sponge (3), gutter parts such as (7); Drainage duct (2) oblique cutting is in the cement floor (4) of plastic cement (1) sports ground, and an end is corresponding with plastic cement (1) layer bottom outlet (5), and the other end is connected with gutter (7); Filling sponge (3) is filled in the drainage duct (2); Gutter (7) is laid in the middle of the cement floor (4) of plastic cement (1) sports ground, has both connected drainage duct (2), links the underground run off of runway inboard again.
2, plastic cement according to claim 1 (1) sports ground discharge structure is characterized in that: the port (6) above the drainage duct (2) locates that wire lath can be arranged.
3, plastic cement according to claim 1 (1) sports ground discharge structure, it is characterized in that: gutter (7) is laid on the form in the middle of plastic cement (1) the sports ground cement floor (4), can be parallel, also can be crisscross, can also be other form.
4, plastic cement according to claim 1 (1) sports ground discharge structure, it is characterized in that: gutter (7) can have certain gradient.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100214444A CN100363559C (en) | 2005-08-12 | 2005-08-12 | Water draining structure of plastic sports ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100214444A CN100363559C (en) | 2005-08-12 | 2005-08-12 | Water draining structure of plastic sports ground |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1740443A true CN1740443A (en) | 2006-03-01 |
| CN100363559C CN100363559C (en) | 2008-01-23 |
Family
ID=36092963
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005100214444A Expired - Fee Related CN100363559C (en) | 2005-08-12 | 2005-08-12 | Water draining structure of plastic sports ground |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100363559C (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102400430A (en) * | 2010-09-07 | 2012-04-04 | 方贵富 | Construction method and structure of environmentally friendly, permeable and evacuating artificial playground of green building |
| CN102619153A (en) * | 2011-01-28 | 2012-08-01 | 方贵富 | Construction method of green building, environmental protection, permeable and venting artificial playground and structure of artificial playground |
| CN103410210A (en) * | 2013-08-02 | 2013-11-27 | 周居正 | Water-absorbing fiber percolation pipe and dewatering device |
| CN104612066A (en) * | 2014-12-25 | 2015-05-13 | 贵州通用航空有限责任公司 | Non-slip type rapid splicing platform |
| CN104612067A (en) * | 2014-12-25 | 2015-05-13 | 贵州通用航空有限责任公司 | Rapidly spliced anti-static platform |
| CN104612065A (en) * | 2014-12-25 | 2015-05-13 | 贵州泰丰直升飞机维护工程有限公司 | Circular quick splicing platform |
| CN110396897A (en) * | 2019-07-05 | 2019-11-01 | 杭州宝力体育设施工程有限公司 | A kind of plastic cement race track convenient for draining |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60173210A (en) * | 1984-02-17 | 1985-09-06 | Shigeto Kumagai | Drainage device for ground and the like |
| FR2618345A1 (en) * | 1987-07-21 | 1989-01-27 | Ceralit Sarl | Method for making lines on open-air playing surfaces and material for implementing the method |
| CN1069717C (en) * | 1998-05-28 | 2001-08-15 | 中国灌排技术开发公司 | Forced fast drainage method and system for stadium |
| CN1552998A (en) * | 2003-12-19 | 2004-12-08 | 广州市旭鸿体育设施工程有限公司 | Athletic track structure of sports ground |
-
2005
- 2005-08-12 CN CNB2005100214444A patent/CN100363559C/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102400430A (en) * | 2010-09-07 | 2012-04-04 | 方贵富 | Construction method and structure of environmentally friendly, permeable and evacuating artificial playground of green building |
| CN102619153A (en) * | 2011-01-28 | 2012-08-01 | 方贵富 | Construction method of green building, environmental protection, permeable and venting artificial playground and structure of artificial playground |
| CN103410210A (en) * | 2013-08-02 | 2013-11-27 | 周居正 | Water-absorbing fiber percolation pipe and dewatering device |
| CN104612066A (en) * | 2014-12-25 | 2015-05-13 | 贵州通用航空有限责任公司 | Non-slip type rapid splicing platform |
| CN104612067A (en) * | 2014-12-25 | 2015-05-13 | 贵州通用航空有限责任公司 | Rapidly spliced anti-static platform |
| CN104612065A (en) * | 2014-12-25 | 2015-05-13 | 贵州泰丰直升飞机维护工程有限公司 | Circular quick splicing platform |
| CN110396897A (en) * | 2019-07-05 | 2019-11-01 | 杭州宝力体育设施工程有限公司 | A kind of plastic cement race track convenient for draining |
| CN110396897B (en) * | 2019-07-05 | 2021-05-11 | 杭州宝力体育设施工程有限公司 | Plastic course convenient to drainage |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100363559C (en) | 2008-01-23 |
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