CN212505703U - Normal atmospheric temperature ice rink foundation structure - Google Patents
Normal atmospheric temperature ice rink foundation structure Download PDFInfo
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- CN212505703U CN212505703U CN202020693097.XU CN202020693097U CN212505703U CN 212505703 U CN212505703 U CN 212505703U CN 202020693097 U CN202020693097 U CN 202020693097U CN 212505703 U CN212505703 U CN 212505703U
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Abstract
The utility model discloses a ground structure of a normal temperature ice skating rink, which comprises a foundation layer designed according to different ground layers; and an epoxy resin layer, a normal-temperature ice bottom layer, a normal-temperature ice horizontal layer and a wear-resistant self-lubricating material layer are sequentially arranged above the base layer. The utility model discloses according to the ground condition of difference, select different basal layers can be great practice thrift the cost, the degree of difficulty that skating rink ground was laid is simplified in convenient construction. When a brand-new skating rink needs to be built, and a complete foundation does not exist, the foundation layer sequentially comprises the plain soil layer, the gravel layer and the cement layer from bottom to top, the laying difficulty of the skating rink can be accelerated, the foundation is stabilized, and pouring and leveling of the normal-temperature ice layer are facilitated. When the ground of the original place for constructing the skating rink is concrete or asphalt ground, the base layer sequentially comprises an asphalt layer or a cement layer, an epoxy resin waterproof layer and a resin anti-deformation stabilizing layer which are subjected to polishing treatment from bottom to top, and the original ground concrete layer or the asphalt layer is only required to be simply polished without leveling.
Description
Technical Field
The utility model relates to a normal atmospheric temperature ice rink technical field especially involves a normal atmospheric temperature ice rink ground structure.
Background
The existing ice rink facilities mainly comprise a real ice rink and a synthetic ice rink, wherein the requirements of the laying of the real ice rink on the field are high, the planning and the pretreatment of the field are required to be carried out firstly, then the laying of refrigeration equipment is carried out, then the laying and the trimming of real ice are carried out, and finally auxiliary settings such as a fence and the like are installed. The whole process is time and cost consuming, and the maintenance and operation costs are high.
The construction of the synthetic ice skating rink is relatively simple, the synthetic material is firstly utilized to carry out heating solidification and roasting mould processing to prepare a plate or block with a certain specification, and then a special bonding or splicing technology is adopted to assemble the plate or block on the use site. The field is required to be preprocessed, the shape of the field is limited to a certain extent, the field cannot be directly laid on the existing field after simple processing, meanwhile, the assembled structure inevitably generates assembly deviation, and the variation of the external temperature can also cause the joint to deform more or less; the flatness deviation is large, the deviation which can be achieved by construction is generally +/-5%, and meanwhile, along with the increase of service life, the generated deviation can be increased year by year; the requirement on the construction environment is high, the laying surface needs to be very flat, the installation procedure is complex, and installation by professional technicians and adjustment of special equipment are needed; before use, special equipment is needed for polishing, and a lubricant is used for surface lubrication treatment, so that the timeliness of use is poor; special equipment is required to be regularly used for maintenance, the construction difficulty is certain, the maintenance period is short, and the maintenance is generally carried out 1 to 2 times per week; the effective service life is short, and the plate with the thickness of 30mm is generally double-sided for 10 years; the initial investment and the later maintenance cost are both high.
No matter be real ice rink or synthesize ice rink, the foundation structure when it is laid is all relatively complicated, and ordinary ground can't direct construction, or lay after directly carrying out the anti-normal heavy repair on whole ground, or carry out long-time polishing and the processing of making level on cement ground that levelness and stability are all very strong and just can put into use, very big increase the construction degree of difficulty and cost.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome the weak point among the above-mentioned prior art and provide a simple structure, adaptable multiple different ground and lay a simple normal atmospheric temperature ice rink ground structure of mode.
The utility model discloses a realize through following mode: the utility model provides a normal atmospheric temperature ice rink foundation structure which characterized in that: including a base layer designed according to different base layers; and an epoxy resin layer, a normal-temperature ice bottom layer, a normal-temperature ice horizontal layer and a wear-resistant self-lubricating material layer are sequentially arranged above the base layer.
Further, the foundation layer is a new ground foundation; the new ground foundation refers to the ground without conventional surface layers such as cement, asphalt and the like or the ground foundation which is damaged or easy to collapse; the base layer sequentially comprises a plain soil layer, a gravel layer and a cement layer from bottom to top.
Further, the foundation layer is a common cement ground; the foundation layer sequentially comprises a polished cement ground, an epoxy resin waterproof layer and a resin anti-deformation stabilizing layer from bottom to top.
Further, the foundation layer is an asphalt layer; the base layer sequentially comprises an asphalt layer, an epoxy resin waterproof layer and a resin anti-deformation stabilizing layer which are polished from bottom to top.
Further, the thickness of the epoxy resin waterproof layer is 5mm-10 mm; the thickness of the resin anti-deformation stable layer is 5mm-10 mm.
Further, the thickness of the epoxy resin waterproof layer is 5 mm; the thickness of the resin anti-deformation stable layer is 5 mm;
further, the thickness of the normal-temperature ice bottom layer is 10mm-40 mm; the thickness of the normal temperature ice horizontal layer is 10mm-40 mm.
Further, the thickness of the normal-temperature ice bottom layer is 25 mm; the thickness of the normal-temperature ice horizontal layer is 15 mm;
further, the thickness of the wear-resistant self-lubricating material layer is 0.3mm-1 mm.
Further, the thickness of the wear-resistant self-lubricating material layer is 0.5 mm.
The beneficial effects of the utility model reside in that: according to different ground conditions, different foundation layers can be selected, so that the cost is greatly saved, the construction is convenient, and the difficulty in laying the ice rink foundation is simplified.
1. When a brand-new ice rink or a new ground foundation needs to be built, the new ground foundation refers to the ground without conventional surface layers such as cement, asphalt and the like or the ground foundation which is damaged or easy to collapse; the foundation layer sequentially comprises the plain soil layer, the gravel layer and the cement layer from bottom to top, the laying difficulty of the skating rink can be accelerated, the foundation is stabilized, and pouring and leveling of the normal-temperature ice layer are facilitated.
2. When the ground in the original place of building skating rink is the pitch ground, the basic unit from supreme cement ground through the processing of polishing down of including in proper order down, the epoxy waterproof layer, the deformation stabilizing layer is prevented to the resin, only need carry out simple processing of polishing to the cement on original ground, need not to make level, lay the epoxy waterproof layer again, the resin is prevented the deformation stabilizing layer and is carried out the stability and the water repellent of structure, can carry out the laying on follow-up normal atmospheric temperature ice sheet, the requirement to ground has been reduced, the degree of difficulty of laying has been reduced, can adapt to the construction of more different ground foundations.
3. When the ground in the original place of building skating rink is cement ground, the basic unit is from supreme pitch layer through the processing of polishing down of including in proper order down, the epoxy waterproof layer, the deformation stabilizing layer is prevented to the resin, only need carry out simple processing of polishing to the pitch on original ground, need not to make level, lay the epoxy waterproof layer again, the resin is prevented the deformation stabilizing layer and is carried out the stability and the water repellent of structure, can carry out laying on follow-up normal atmospheric temperature ice sheet, the requirement to ground has been reduced, the degree of difficulty of laying has been reduced, can adapt to the construction of more different ground foundations.
The normal temperature ice bottom layer and the normal temperature ice horizontal layer are laid in a pouring mode, are integrally formed, can adapt to more fields, do not have the problem of synthetic ice splicing gaps, and are higher in integrity. The paving of the normal-temperature ice bottom layer is characterized in that the normal-temperature ice bottom layer is firstly jointed with the resin anti-deformation stabilizing layer, and then the paving of the normal-temperature ice flat layer can ensure the flatness of the ice surface to the greatest extent and reduce the difficulty of leveling. The addition of the self-lubricating nano material layer can increase the wear resistance of the ice surface and reduce the maintenance cost.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
FIG. 1 is a schematic structural view of the present invention;
Detailed Description
To make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the drawings of the embodiments of the present invention are combined to clearly and completely describe the technical solutions of the embodiments of the present invention, and obviously, the described embodiments are some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention. Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front end", "rear end", "both ends", "one end", "the other end" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element to which the reference is made must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "provided," "connected," and the like are to be construed broadly, and for example, "connected" may be either fixedly connected or detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example 1:
as shown in fig. 1, a ground structure of a normal temperature ice skating rink is characterized in that: comprises a base layer 1 designed according to different ground base layers; and an epoxy resin layer 2, a normal-temperature ice bottom layer 3, a normal-temperature ice horizontal layer 4 and a wear-resistant self-lubricating material layer 5 are sequentially arranged above the base layer 1.
Further, the foundation layer is a new ground foundation; the new ground foundation refers to the ground without conventional surface layers such as cement, asphalt and the like or the ground foundation which is damaged or easy to collapse; the foundation layer 1 sequentially comprises a plain soil layer, a gravel layer and a cement layer from bottom to top.
Further, the thickness of the normal temperature ice bottom layer 3 is 25 mm; the thickness of the normal-temperature ice horizontal layer 4 is 15 mm;
further, the thickness of the wear-resistant self-lubricating material layer 5 is 0.5 mm.
Example 2:
as shown in fig. 1, a ground structure of a normal temperature ice skating rink is characterized in that: comprises a base layer 1 designed according to different ground base layers; and an epoxy resin layer 2, a normal-temperature ice bottom layer 3, a normal-temperature ice horizontal layer 4 and a wear-resistant self-lubricating material layer 5 are sequentially arranged above the base layer 1.
Further, the foundation layer is a common cement ground; the foundation layer 1 sequentially comprises a polished cement ground, an epoxy resin waterproof layer and a resin anti-deformation stabilizing layer from bottom to top.
Further, the thickness of the epoxy resin waterproof layer is 5 mm; the thickness of the resin anti-deformation stable layer is 5 mm;
further, the thickness of the normal temperature ice bottom layer 3 is 25 mm; the thickness of the normal-temperature ice horizontal layer 4 is 15 mm;
further, the thickness of the wear-resistant self-lubricating material layer 5 is 0.5 mm.
Example 3:
as shown in fig. 1, a ground structure of a normal temperature ice skating rink is characterized in that: comprises a base layer 1 designed according to different ground base layers; and an epoxy resin layer 2, a normal-temperature ice bottom layer 3, a normal-temperature ice horizontal layer 4 and a wear-resistant self-lubricating material layer 5 are sequentially arranged above the base layer 1.
Further, the foundation layer is an asphalt layer; the base layer 1 sequentially comprises an asphalt layer, an epoxy resin waterproof layer and a resin anti-deformation stabilizing layer which are polished from bottom to top.
Further, the thickness of the epoxy resin waterproof layer is 5 mm; the thickness of the resin anti-deformation stable layer is 5 mm;
further, the thickness of the normal temperature ice bottom layer 3 is 25 mm; the thickness of the normal-temperature ice horizontal layer 4 is 15 mm;
further, the thickness of the wear-resistant self-lubricating material layer 5 is 0.5 mm.
According to different ground conditions, different foundation layers can be selected, so that the cost is greatly saved, the construction is convenient, and the difficulty in laying the ice rink foundation is simplified.
1. When a brand-new ice rink needs to be built or a new ground foundation is needed, the new ground foundation refers to the ground which is not paved with conventional surface layers such as cement, asphalt and the like or the ground foundation which is damaged or easy to collapse; the foundation layer sequentially comprises the plain soil layer, the gravel layer and the cement layer from bottom to top, the laying difficulty of the skating rink can be accelerated, the foundation is stabilized, and pouring and leveling of the normal-temperature ice layer are facilitated.
2. When the ground in the original place of building skating rink is the pitch ground, the basic unit from supreme cement ground through the processing of polishing down of including in proper order down, the epoxy waterproof layer, the deformation stabilizing layer is prevented to the resin, only need carry out simple processing of polishing to the cement on original ground, need not to make level, lay the epoxy waterproof layer again, the resin is prevented the deformation stabilizing layer and is carried out the stability and the water repellent of structure, can carry out the laying on follow-up normal atmospheric temperature ice sheet, the requirement to ground has been reduced, the degree of difficulty of laying has been reduced, can adapt to the construction of more different ground foundations.
3. When the ground in the original place of building skating rink is cement ground, the basic layer includes the pitch layer through the processing of polishing from supreme down in proper order, the epoxy waterproof layer, the deformation stabilizing layer is prevented to the resin, only need carry out simple processing of polishing to the pitch on original ground, need not to make level, lay the epoxy waterproof layer again, the resin is prevented the deformation stabilizing layer and is carried out the stability and the water repellent of structure, can carry out the laying of follow-up normal atmospheric temperature ice sheet, the requirement to ground has been reduced, the degree of difficulty of laying has been reduced, can adapt to the construction of more different ground foundations
The normal temperature ice bottom layer and the normal temperature ice horizontal layer are laid in a pouring mode, are integrally formed, can adapt to more fields, do not have the problem of synthetic ice splicing gaps, and are higher in integrity. The paving of the normal-temperature ice bottom layer is characterized in that the normal-temperature ice bottom layer is firstly jointed with the resin anti-deformation stabilizing layer, and then the paving of the normal-temperature ice flat layer can ensure the flatness of the ice surface to the greatest extent and reduce the difficulty of leveling. The addition of the self-lubricating nano material layer can increase the wear resistance of the ice surface and reduce the maintenance cost.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. The utility model provides a normal atmospheric temperature ice rink foundation structure which characterized in that: comprising a base layer (1) designed according to different base layers; and an epoxy resin layer (2), a normal-temperature ice bottom layer (3), a normal-temperature ice horizontal layer (4) and a wear-resistant self-lubricating material layer (5) are sequentially arranged above the base layer (1).
2. The ground structure of the normal-temperature ice skating rink as claimed in claim 1, wherein: the foundation layer is a new ground foundation; the new ground foundation refers to the ground without a conventional surface course of cement and asphalt or the ground foundation which is damaged or easy to collapse; the foundation layer (1) sequentially comprises a plain soil layer, a gravel layer and a cement layer from bottom to top.
3. The ground structure of the normal-temperature ice skating rink as claimed in claim 1, wherein: the foundation layer is a common cement ground; the base layer (1) sequentially comprises a polished cement ground, an epoxy resin waterproof layer and a resin anti-deformation stabilizing layer from bottom to top.
4. The ground structure of the normal-temperature ice skating rink as claimed in claim 1, wherein: the foundation layer is an asphalt layer; the base layer (1) sequentially comprises an asphalt layer, an epoxy resin waterproof layer and a resin anti-deformation stabilizing layer which are subjected to polishing treatment from bottom to top.
5. A normal temperature ice rink foundation structure as claimed in claim 3 or 4, wherein: the thickness of the epoxy resin waterproof layer is 5mm-10 mm; the thickness of the resin anti-deformation stable layer is 5mm-10 mm.
6. A normal temperature ice rink foundation structure as claimed in claim 3 or 4, wherein: the thickness of the epoxy resin waterproof layer is 5 mm; the thickness of the resin anti-deformation stable layer is 5 mm.
7. The ground structure of the normal-temperature ice skating rink as claimed in claim 1, wherein: the thickness of the normal-temperature ice bottom layer (3) is 10-40 mm; the thickness of the normal temperature ice horizontal layer (4) is 10mm-40 mm.
8. The ground structure of the normal-temperature ice skating rink as claimed in claim 7, wherein: the thickness of the normal-temperature ice bottom layer (3) is 25 mm; the thickness of the normal temperature ice horizontal layer (4) is 15 mm.
9. The ground structure of the normal-temperature ice skating rink as claimed in claim 1, wherein: the thickness of the wear-resistant self-lubricating material layer (5) is 0.3mm-1 mm.
10. The ground structure of the normal-temperature ice skating rink as claimed in claim 9, wherein: the thickness of the wear-resistant self-lubricating material layer (5) is 0.5 mm.
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| CN202020693097.XU CN212505703U (en) | 2020-04-29 | 2020-04-29 | Normal atmospheric temperature ice rink foundation structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113308962A (en) * | 2021-06-30 | 2021-08-27 | 中建六局建设发展有限公司 | Construction method of energy-saving artificial ice rink ground |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113308962A (en) * | 2021-06-30 | 2021-08-27 | 中建六局建设发展有限公司 | Construction method of energy-saving artificial ice rink ground |
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