CN205653675U - Court layer structure - Google Patents
Court layer structure Download PDFInfo
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- CN205653675U CN205653675U CN201620337036.3U CN201620337036U CN205653675U CN 205653675 U CN205653675 U CN 205653675U CN 201620337036 U CN201620337036 U CN 201620337036U CN 205653675 U CN205653675 U CN 205653675U
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- tennis court
- rotating fields
- mat reinforcement
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Abstract
The utility model discloses a court layer structure, including surface course and basic unit, the basic unit is supreme in proper order including ground basic unit, red gravel soil layer, graded gravel layer, a concrete layer, waterproof layer, the 2nd concrete layer by down, be provided with individual layer reinforcing bar net in the concrete layer. Its basic unit has higher structural strength.
Description
Technical field
This utility model relates to sports techniques field, particularly to a kind of tennis court Rotating fields.
Background technology
Tennis court is a rectangle place, long 36.58 meters, wide 18.29 meters.Tennis court can be divided into outdoor and indoor, and has various different court surfaces.It will be determined by economic factor.Such as lawn tennis is the outdoor sports ground of base, but it is set up and upkeep cost is the most expensive, so now to be replaced by artificial court, its relatively inexpensive easy maintenance.
Existing authorized announcement date be on July 31st, 2013, Authorization Notice No. be that the patent documentation (documents) of CN203096548U discloses a kind of ground, SPU tennis court, it is laid immediately on asphalt floor, the structural strength of asphalt floor is not high enough, once this asphalt floor by sufficiently high pressure, the structure of asphalt floor is damaged, thus the damage on the ground, SPU tennis court described in documents can be caused, and then affect the schedule of volleyball training, match, even can affect volleyballer and cause infliction of body.
Utility model content
The purpose of this utility model is to provide a kind of tennis court Rotating fields, and its basic unit has higher structural strength.
Above-mentioned technical purpose of the present utility model has the technical scheme that
A kind of tennis court Rotating fields, including surface layer and basic unit, described basic unit includes ground layer, red gravel soil layer, graded broken stone layer, the first concrete layer, waterproof layer, the second concrete layer the most successively, is provided with monolayer bar-mat reinforcement in described first concrete layer.
By using technique scheme, the waterproof layer arranged between the first concrete layer and the second concrete layer can make basic unit have waterproof effect, prevents water from penetrating into and affecting the structural strength of basic unit；Red gravel soil layer is to be laid by red gravel soil to form, and red gravel soil has intensity height, the advantage of good stability as base material；Graded broken stone layer is to be laid by graded broken stone to form, graded broken stone is the rubble different by particle diameter and aggregate chips is mixed and joined companion's system and form, graded broken stone has good diffusion-induced stress, the effect of carrying transition, and material source is extensive, can gather materials on the spot, it is simple to raw material and the processing of compound, it is easy to machine spreading operates, and graded broken stone layer is mainly used in strengthening structural strength of the present utility model, and take into account in case the waterproof layer generation part guarded drainage function leaking and have；Additionally, red gravel soil layer plays the effect of transition between ground layer and graded broken stone layer；Monolayer bar-mat reinforcement is set in the first concrete layer and can further enhance structural strength of the present utility model.
This utility model is further arranged to: described monolayer bar-mat reinforcement includes some basic bar-mat reinforcements, is provided with, between adjacent described basic bar-mat reinforcement, the connecting elements connected as one for both.
By using technique scheme, monolayer bar-mat reinforcement is formed by connecting by connecting elements by the splicing of some basic bar-mat reinforcements again, it is simple to the laying of monolayer bar-mat reinforcement is installed, it is to avoid on-the-spot splice bar is welded into the trouble of monolayer bar-mat reinforcement again.
This utility model is further arranged to: described connecting elements is set to anchor chain, and the two ends of anchor chain are fixing with adjacent basic bar-mat reinforcement respectively to be connected.
By using technique scheme, monolayer bar-mat reinforcement can fold, it is simple to the transport of monolayer bar-mat reinforcement and installation, it is to avoid scene is spliced monolayer bar-mat reinforcement again and become the trouble of monolayer bar-mat reinforcement.
This utility model is further arranged to: described connecting elements is set to anchor chain, and described basic bar-mat reinforcement is provided with connecting portion, and the two ends of anchor chain are detachably fixed connection with adjacent basic bar-mat reinforcement respectively by connecting portion.
By using technique scheme, monolayer bar-mat reinforcement can be laid according to the size of erecting bed, it is simple to removing and installing between basic bar-mat reinforcement.
This utility model is further arranged to: described connecting portion is set to barb.
By using technique scheme, the simple in construction of barb, easy to connect.
This utility model is further arranged to: described waterproof layer is set to high-strength polyurethane waterproof coating material layer, and thickness is 1～2mm.
By using technique scheme, high-strength polyurethane waterproof coating material layer not only has good waterproof effect, and has good structural strength.
This utility model is further arranged to: described surface layer includes adhesive layer, crude rubber layer, thin rubber layer, acrylate layer, pigmented acrylic layer and line enamelled coating the most successively.
By using technique scheme, adhesive layer can strengthen acrylate layer and the second concrete layer adhesion, crude rubber layer and thin rubber layer be disposed to increase elasticity of the present utility model.
This utility model is further arranged to: described adhesive layer is set to silicon PU base coat layer, and thickness is 1～2mm.
By using technique scheme; silicon PU primary coat has superior permeance property and penetrates into the inside of basal layer; can effectively block the minute aperture of basal layer; close vapor channel; make underground steam cannot penetrate basal layer; protection surface layer is bubbling from the impact of underground steam, more can strengthen basal layer surface strength.
This utility model is further arranged to: the thickness of described first concrete layer is set to 150mm, and the thickness of described second concrete layer is set to 50mm.
By using technique scheme, there is good structural strength.
This utility model is further arranged to: described red gravel the thickness of the layer is set to 200mm, and the thickness of described graded broken stone layer is set to 150mm.
By using technique scheme, there is good structural strength.
In sum, this utility model has the advantages that its basic unit has higher structural strength.
Accompanying drawing explanation
Fig. 1 is the structural representation one of embodiment 1；
Fig. 2 is the structural representation two of embodiment 1；
Fig. 3 is the A portion enlarged drawing in Fig. 2；
Fig. 4 is the B portion enlarged drawing in Fig. 2；
Fig. 5 is the structural representation of monolayer bar-mat reinforcement in embodiment 1；
Fig. 6 is the structural representation of monolayer bar-mat reinforcement in embodiment 2.
Reference: 1, ground layer；2, red gravel soil layer；3, graded broken stone layer；4, the first concrete layer；5, waterproof layer；6, the second concrete layer；7, adhesive layer；8, crude rubber layer；9, thin rubber layer；10, acrylate layer；11, pigmented acrylic layer；12, line enamelled coating；13, basic bar-mat reinforcement；14, connecting elements；15, connecting portion.
Detailed description of the invention
Below in conjunction with accompanying drawing, this utility model is described in further detail.
Embodiment 1: tennis court Rotating fields, as shown in Figures 1 to 5, including surface layer and basic unit, basic unit includes ground layer 1, red gravel soil layer 2, graded broken stone layer the 3, first concrete layer 4, waterproof layer the 5, second concrete layer 6 the most successively, the thickness of red gravel soil layer 2 is set to 200mm, the thickness of graded broken stone layer 3 is set to 150mm, the thickness of the first concrete layer 4 is set to 150mm, waterproof layer 5 is set to high-strength polyurethane waterproof coating material layer, thickness is 1～2mm, and the thickness of the second concrete layer 6 is set to 50mm；Surface layer includes adhesive layer 7, crude rubber layer 8, thin rubber layer 9, acrylate layer 10, pigmented acrylic layer 11 and line enamelled coating 12 the most successively, and adhesive layer 7 is set to silicon PU base coat layer, and thickness is 1～2mm.
It is provided with monolayer bar-mat reinforcement in first concrete layer 4.Monolayer bar-mat reinforcement includes some basic bar-mat reinforcements 13, is provided with, between adjacent described basic bar-mat reinforcement 13, the connecting elements 14 connected as one for both, and connecting elements 14 is set to anchor chain, and the two ends of anchor chain are fixing with adjacent basic bar-mat reinforcement 13 respectively to be connected.
Embodiment 2: tennis court Rotating fields, as shown in Figure 6, differing only in of embodiment 2 and embodiment 1, basic bar-mat reinforcement 13 is provided with connecting portion 15, connecting elements 14 is set to anchor chain, the two ends of anchor chain are detachably fixed connection with adjacent basic bar-mat reinforcement 13 respectively by connecting portion 15, and wherein, connecting portion 15 may be configured as barb.
This specific embodiment is only to explanation of the present utility model; it is not to restriction of the present utility model; the present embodiment can be made after reading this specification by those skilled in the art as required does not has the amendment of creative contribution, but as long as all being protected by Patent Law in right of the present utility model.
Claims (10)
1. a tennis court Rotating fields, including surface layer and basic unit, it is characterized in that: described basic unit includes ground layer (1), red gravel soil layer (2), graded broken stone layer (3), the first concrete layer (4), waterproof layer (5), the second concrete layer (6) the most successively, is provided with monolayer bar-mat reinforcement in described first concrete layer (4).
Tennis court the most according to claim 1 Rotating fields, it is characterised in that: described monolayer bar-mat reinforcement includes some basic bar-mat reinforcements (13), is provided with, between adjacent described basic bar-mat reinforcement (13), the connecting elements (14) connected as one for both.
Tennis court the most according to claim 2 Rotating fields, it is characterised in that: described connecting elements (14) is set to anchor chain, and the two ends of anchor chain are fixing with adjacent basic bar-mat reinforcement (13) respectively to be connected.
Tennis court the most according to claim 2 Rotating fields, it is characterized in that: described connecting elements (14) is set to anchor chain, described basic bar-mat reinforcement (13) is provided with connecting portion (15), and the two ends of anchor chain are detachably fixed connection with adjacent basic bar-mat reinforcement (13) respectively by connecting portion (15).
Tennis court the most according to claim 4 Rotating fields, it is characterised in that: described connecting portion (15) is set to barb.
Tennis court the most according to claim 1 Rotating fields, it is characterised in that: described waterproof layer (5) is set to high-strength polyurethane waterproof coating material layer, and thickness is 1～2mm.
Tennis court the most according to claim 1 Rotating fields, it is characterised in that: described surface layer includes adhesive layer (7), crude rubber layer (8), thin rubber layer (9), acrylate layer (10), pigmented acrylic layer (11) and line enamelled coating (12) the most successively.
Tennis court the most according to claim 7 Rotating fields, it is characterised in that: described adhesive layer (7) is set to silicon PU base coat layer, and thickness is 1～2mm.
Tennis court the most according to claim 1 Rotating fields, it is characterised in that: the thickness of described first concrete layer (4) is set to 150mm, and the thickness of described second concrete layer (6) is set to 50mm.
Tennis court the most according to claim 1 Rotating fields, it is characterised in that: the thickness of described red gravel soil layer (2) is set to 200mm, and the thickness of described graded broken stone layer (3) is set to 150mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620337036.3U CN205653675U (en) | 2016-04-20 | 2016-04-20 | Court layer structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620337036.3U CN205653675U (en) | 2016-04-20 | 2016-04-20 | Court layer structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205653675U true CN205653675U (en) | 2016-10-19 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620337036.3U Active CN205653675U (en) | 2016-04-20 | 2016-04-20 | Court layer structure |
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| CN (1) | CN205653675U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106351103A (en) * | 2016-11-09 | 2017-01-25 | 苏谦 | Permeable pavement structure with high strength and high permeability and paving method thereof |
| CN110117929A (en) * | 2018-02-07 | 2019-08-13 | 江苏集德环保路面材料有限公司 | A kind of runway paving structure |
-
2016
- 2016-04-20 CN CN201620337036.3U patent/CN205653675U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106351103A (en) * | 2016-11-09 | 2017-01-25 | 苏谦 | Permeable pavement structure with high strength and high permeability and paving method thereof |
| CN110117929A (en) * | 2018-02-07 | 2019-08-13 | 江苏集德环保路面材料有限公司 | A kind of runway paving structure |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |