CN206015469U - A kind of trail resistant slide structure and indoor ski trail - Google Patents
A kind of trail resistant slide structure and indoor ski trail Download PDFInfo
- Publication number
- CN206015469U CN206015469U CN201620716263.7U CN201620716263U CN206015469U CN 206015469 U CN206015469 U CN 206015469U CN 201620716263 U CN201620716263 U CN 201620716263U CN 206015469 U CN206015469 U CN 206015469U
- Authority
- CN
- China
- Prior art keywords
- layer
- trail
- resistant
- extruded polystyrene
- polystyrene board
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Road Paving Structures (AREA)
Abstract
This utility model is related to large span ramp structure field, more particularly to a kind of trail resistant slide structure and indoor ski trail.A kind of trail resistant slide structure, including：With ground in the reinforced concrete floor for setting the gradient, extruded polystyrene board is connected with the reinforced concrete floor, is connected with frost-resistant concrete layer, is provided with cooling coil in the frost-resistant concrete layer on the extruded polystyrene board.A kind of indoor ski trail is additionally provided, using described trail resistant slide structure, above the frost-resistant concrete layer, snow deposit is coated with.By multi-level different elasticity and the ski trail resistant slide structure of intensity, uniform force, cold are uniform, sturdy and durable；The structure that is closed by raised and recesses, keep the stability of the structure between reinforced concrete floor and extruded polystyrene board, and slide downward under self gravitation and the extraneous momentum effect that glides is prevented between multiple different performance materials, firmly anti-slip base structure is provided for ski trail.
Description
Technical field
This utility model is related to large span ramp structure technical field, more particularly to a kind of trail resistant slide structure and interior
Ski trail.
Background technology
Skiing is that athlete is mounted in sole the contest fortune in the enterprising scanning frequency degree of snowfield, jump and downhill race skis
Dynamic.Skis timber, metal material and plastics are mixed.By downhill race, (obstacle is slided for little revolution and big revolution for alpine skiing
Snow) composition.Alpine skiing combined events, by above three item design.People into midstance, slide by hand-held ski pole, foot pedal
The motion that snow slab is slided in snow face." standing ", " plate ", " snow ", " cunning " are the key elements of skiing.
In China with internal people's growth in the living standard, and the work(of zest itself that have and building body
Can, skiing gradually taking off the coat of " noble sports " in recent years, become one deep by moving that the numerous common people like.In
The skiing industry of state is in very fast developing period through the accumulation of first 10 years.
Snow dome, with its whole year opening, not by weather and climatic effect, meets consumer demand at any time, is subject to
Increasing Ski amateur is pursued, but existing skifield is also in foundation phase, especially in the construction of ski trail
On, because the inequality of stress and cold, ski trail can be caused to need the problem of often maintenance.
Utility model content
The purpose of this utility model is to propose a kind of trail resistant slide structure, is gathered by reinforced concrete floor, extrusion molding
Benzene plate and frost-resistant concrete layer form the ski trail resistant slide structure of multi-level Bu Tong elasticity and intensity, uniform force, snow deposit institute
The cold that receives is uniform, sturdy and durable.
It is that this utility model is employed the following technical solutions up to this purpose：
A kind of trail resistant slide structure, including：With ground in the reinforced concrete floor for setting the gradient, the reinforced concrete
Extruded polystyrene board is connected with Tulou plate, frost-resistant concrete layer, the frost-resistant concrete layer on the extruded polystyrene board, is connected with
In be provided with cooling coil.
One of preferred version as the technical program, including：At least one is provided with the reinforced concrete floor
Projection upwards, is provided with the depression being engaged with projection on the extruded polystyrene board, the raised and recesses close so that
Obtain extruded polystyrene board to slide with respect to reinforced concrete floor.
One of preferred version as the technical program, is additionally provided with upper and lower two-layer reinforcing bar in the frost-resistant concrete layer
Layer, and the steel bar layer is distributed in cold dish tubular construction, to play a part of to reinforce and conduction of heat.
One of preferred version as the technical program, is additionally provided with bottom internal with which on the reinforced concrete floor
The joint bar that slab muscle is mutually welded, the joint bar are extended upwardly in projection；Concrete separating band is provided with the circumference of the joint bar,
The concrete separating band is upward through extruded polystyrene board and extends to frost-resistant concrete layer, and with frost-resistant concrete layer in lower floor
Steel bar layer is mutually welded.
One of preferred version as the technical program, is additionally provided between the frost-resistant concrete layer and extruded polystyrene board
Water-proofing composition layer, the water-proofing composition layer include the geotextiles sealing coat being arranged on below frost-resistant concrete layer and are arranged on extrusion molding
Waterproof mortar protective layer in styrofoam；Modified pitch is also associated between the waterproof mortar protective layer and geotextiles sealing coat
Waterproof roll.
One of preferred version as the technical program, the region on the reinforced concrete floor outside its projection point
It is not equipped with microlith bed course, and the microlith bed course and is additionally provided with heating tube.
One of preferred version as the technical program, is equipped with polymer water mud below the extruded polystyrene board,
The part projection that the polymer water mud is spread all over microlith bed course top and is connected with the depression of extruded polystyrene board；Described poly-
Polyurethane water-proof paint layer is also painted with below compound cement mortar.
One of preferred version as the technical program, the concrete separating band is in the geotextiles sealing coat being fed through
With the waterproof gasket cement being filled with the perforating at polymer water mud for sealing.
A kind of indoor ski trail, using described trail resistant slide structure, is coated with above the frost-resistant concrete layer
Snow deposit.
Beneficial effect：Multi-level difference bullet is formed by reinforced concrete floor, extruded polystyrene board and frost-resistant concrete layer
Property and intensity ski trail resistant slide structure, uniform force, the cold suffered by snow deposit be uniform, sturdy and durable.By reinforced concrete
The structure that the recesses of the projection of Tulou plate and extruded polystyrene board are closed, keeps between reinforced concrete floor and extruded polystyrene board
Structure stability, and prevent between multiple different performance materials under self gravitation and the extraneous momentum effect that glides downwards
Slide, firmly anti-slip base structure is provided for ski trail.
Description of the drawings
Fig. 1 is the structural representation of the trail resistant slide structure that this utility model embodiment 1 is provided.
In figure：
1st, snow deposit；2nd, frost-resistant concrete layer；3rd, geotextiles sealing coat；4th, modified asphalt waterproof coiled material；5th, waterproof mortar is protected
Sheath；6th, extruded polystyrene board；7th, polymer water mud；8th, polyurethane water-proof paint；9th, microlith bed course；10th, armored concrete
Floor.
Specific embodiment
The technical solution of the utility model is further illustrated below in conjunction with the accompanying drawings and by specific embodiment.
Embodiment 1
A kind of trail resistant slide structure, as shown in figure 1, including：With ground in the reinforced concrete floor 10 for setting the gradient,
Extruded polystyrene board 6 is connected with the reinforced concrete floor 10, is connected with frost-resistant concrete layer 2 on the extruded polystyrene board 6,
Cooling coil is provided with the frost-resistant concrete layer 2.At least one upwards convex is provided with the reinforced concrete floor 10
Rise, on the extruded polystyrene board 6, be provided with the depression being engaged with projection, the raised and recesses are closed so that extrusion molding
Styrofoam 6 cannot be slided with respect to reinforced concrete floor 10.Upper and lower two-layer reinforcing bar is additionally provided with the frost-resistant concrete layer 2
Layer, and the steel bar layer is distributed in cold dish tubular construction, to play a part of to reinforce and conduction of heat.
The structure that is closed by the projection of reinforced concrete floor 10 and the recesses of extruded polystyrene board 6, keeps reinforcing bar to mix
The stability of the structure between solidifying Tulou plate 10 and extruded polystyrene board 6, and the extruded polystyrene board 6 for preventing total quality lighter is under
Slide downward under sliding momentum effect, provides firmly anti-slip base structure for ski trail.It is provided with the freeze proof of cooling coil
Snow deposit 1 in concrete layer 2 with its freeze proof performance as upper strata provides solid foundation, more durable, cooling coil
Arrange, the uniform and constant constant temperature for maintaining snow deposit 1 maintains the flatness of the snow face of snow deposit 1.
The joint bar that baseplate reinforcing bar internal with which is mutually welded, the joint bar is additionally provided with the reinforced concrete floor 10
Extend upwardly in projection.The setting of the joint bar strengthens the connection of reinforced concrete floor 10 and projection disposed thereon, carries
High raised for the locating effect of extruded polystyrene board 6.
Concrete separating band, the joint bar and the spaced setting of concrete separating, institute is provided with the circumference of the joint bar
State concrete separating band and be upward through extruded polystyrene board 6 and extend to frost-resistant concrete layer 2, and with frost-resistant concrete layer 2 under
Layer steel bar layer is mutually welded.The setting of the concrete separating band, by frost-resistant concrete layers 2 different for inflation, extruded polystyrene board 6
Be positioned together with reinforced concrete floor 10, be effectively prevented and taking off between different layers is formed under the impact of downslide momentum
From improve the service life of ski trail, maintain good steadiness and planarization.
Region on the reinforced concrete floor 10 outside its projection is equipped with microlith bed course 9 respectively, and described
Heating tube is additionally provided with microlith bed course 9.The microlith bed course 9 is put down applying man-hour requirement placing and troweling, and the heating
The distance of pipe to 9 top surface of microlith bed course is more than or equal to 30mm.Polymer water is equipped with below the extruded polystyrene board 6
Mud 7, the polymer water mud 7 spreads all over 9 top of microlith bed course and the part that is connected with the depression of extruded polystyrene board 6 is convex
Rise.
Water-proofing composition layer, the water-proofing composition layer bag is additionally provided between the frost-resistant concrete layer 2 and extruded polystyrene board 6
Include the geotextiles sealing coat 3 being arranged on below frost-resistant concrete layer 2 and the waterproof mortar protective layer being arranged on extruded polystyrene board 6
5.Modified asphalt waterproof coiled material 4 is also associated between the waterproof mortar protective layer 5 and geotextiles sealing coat 3.Described by geotechnique
The water-proofing composition layer of cloth sealing coat 3, waterproof mortar protective layer 5 and modified asphalt waterproof coiled material 4 composition, further prevents condensation
Water or infiltration enter extruded polystyrene board 6 and reinforced concrete floor 10 enters water, keep the good performance of ski trail.
Polyurethane water-proof paint layer 8 is also painted with below the polymer water mud 7.The polyurethane water-proof paint layer
8 need brushing two-layer when actually used, to prevent first to be painted with omitting, affect waterproof effect, the poly- ammonia after brushing twice
The thickness of ester waterproof coating layer 8 is 1.5mm.
In order to further consolidate the waterproof effect of water-proofing composition layer, the concrete separating band the geotextiles being fed through every
Filled with the waterproof gasket cement for sealing in perforating at absciss layer 3 and polymer water mud 7.
When being embodied as, the thickness of the frost-resistant concrete layer 2 is 100-124mm, it is preferred that the frost-resistant concrete layer
2 thickness is 114mm, and the thickness of the extruded polystyrene board 6 is 130mm-170mm, it is preferred that the thickness of extruded polystyrene board 6 is
150mm, and the density of the extruded polystyrene board 6 is more than or equal to 40kg/m3, the minimum freeze proof index of the frost-resistant concrete layer 2
For F50, the levelness of frost-resistant concrete layer 2 is positive and negative 5mm.
This utility model additionally provides a kind of indoor ski trail, using described trail resistant slide structure, described freeze proof mixed
Snow deposit 1 is coated with above solidifying soil layer 2.The thickness of the snow deposit 1 is 400mm.
In sum, multi-level difference bullet is formed by reinforced concrete floor, extruded polystyrene board and frost-resistant concrete layer
Property and intensity ski trail resistant slide structure, uniform force, the cold suffered by snow deposit be uniform, sturdy and durable.By reinforced concrete
The structure that the recesses of the projection of Tulou plate and extruded polystyrene board are closed, keeps between reinforced concrete floor and extruded polystyrene board
Structure stability, and prevent between multiple different performance materials under self gravitation and the extraneous momentum effect that glides to
Lower slider, provides firmly anti-slip base structure for ski trail.
Know-why of the present utility model is described above in association with specific embodiment.These descriptions are intended merely to explain this reality
With new principle, and the restriction to this utility model protection domain can not be construed to by any way.Based on explanation herein,
Those skilled in the art associates other specific embodiments of the present utility model by need not paying performing creative labour,
These modes are fallen within protection domain of the present utility model.
Claims (10)
1. a kind of trail resistant slide structure, it is characterised in that include：With ground in the reinforced concrete floor for setting the gradient
(10), extruded polystyrene board (6) is connected with reinforced concrete floor (10), be connected with anti-on extruded polystyrene board (6)
Freeze concrete layer (2), in frost-resistant concrete layer (2), be provided with cooling coil.
2. trail resistant slide structure according to claim 1, it is characterised in that include：The reinforced concrete floor
(10) at least one projection upwards is provided with, is provided with the depression being engaged with projection, institute on extruded polystyrene board (6)
State raised and recesses to close so that extruded polystyrene board (6) cannot slide with respect to reinforced concrete floor (10).
3. trail resistant slide structure according to claim 2, it is characterised in that also set in frost-resistant concrete layer (2)
Upper and lower two-layer steel bar layer is equipped with, and the steel bar layer is distributed in cold dish tubular construction, to play a part of to reinforce and conduction of heat.
4. the trail resistant slide structure according to any one of claim 1-3, it is characterised in that the reinforced concrete floor
(10) joint bar that baseplate reinforcing bar internal with which is mutually welded is additionally provided with, and the joint bar is extended upwardly in projection；The joint bar
Circumference on be provided with concrete separating band, the concrete separating band be upward through extruded polystyrene board (6) extend to freeze proof mixed
Solidifying soil layer (2), and mutually weld with the lower floor's steel bar layer in frost-resistant concrete layer (2).
5. trail resistant slide structure according to claim 4, it is characterised in that frost-resistant concrete layer (2) and extrusion molding
Water-proofing composition layer is additionally provided between styrofoam (6), and the water-proofing composition layer includes being arranged on below frost-resistant concrete layer (2)
Geotextiles sealing coat (3) and the waterproof mortar protective layer (5) being arranged on extruded polystyrene board (6).
6. trail resistant slide structure according to claim 5, it is characterised in that waterproof mortar protective layer (5) and soil
Modified asphalt waterproof coiled material (4) is also associated between work cloth sealing coat (3).
7. trail resistant slide structure according to claim 5, it is characterised in that on reinforced concrete floor (10)
Region outside its projection is equipped with microlith bed course (9), and the microlith bed course (9) respectively and is additionally provided with heating
Pipe.
8. trail resistant slide structure according to claim 7, it is characterised in that spread below extruded polystyrene board (6)
Be provided with polymer water mud (7), polymer water mud (7) spread all over microlith bed course (9) top and with extruded polystyrene board (6)
The part that is connected of depression raised, be also painted with polyurethane water-proof paint layer (8) below polymer water mud (7).
9. trail resistant slide structure according to claim 8, it is characterised in that the concrete separating band is being fed through
Filled with the waterproof gasket cement for sealing in the perforating at geotextiles sealing coat (3) and polymer water mud (7) place.
10. a kind of indoor ski trail, it is characterised in that using the trail resistant slide structure as described in any one of claim 1-9,
Snow deposit (1) is coated with above frost-resistant concrete layer (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620716263.7U CN206015469U (en) | 2016-07-07 | 2016-07-07 | A kind of trail resistant slide structure and indoor ski trail |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620716263.7U CN206015469U (en) | 2016-07-07 | 2016-07-07 | A kind of trail resistant slide structure and indoor ski trail |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206015469U true CN206015469U (en) | 2017-03-15 |
Family
ID=58244691
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620716263.7U Expired - Fee Related CN206015469U (en) | 2016-07-07 | 2016-07-07 | A kind of trail resistant slide structure and indoor ski trail |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206015469U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385473A (en) * | 2018-03-05 | 2018-08-10 | 中国建筑第二工程局有限公司 | Large-slope indoor ski field snow road and anti-skidding manufacturing method |
| CN113338114A (en) * | 2021-04-30 | 2021-09-03 | 中国极地研究中心 | Polar region ice and snow runway and ice and snow runway construction method |
-
2016
- 2016-07-07 CN CN201620716263.7U patent/CN206015469U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385473A (en) * | 2018-03-05 | 2018-08-10 | 中国建筑第二工程局有限公司 | Large-slope indoor ski field snow road and anti-skidding manufacturing method |
| CN108385473B (en) * | 2018-03-05 | 2020-06-02 | 中国建筑第二工程局有限公司 | Large-slope indoor ski field snow road and anti-skidding manufacturing method |
| CN113338114A (en) * | 2021-04-30 | 2021-09-03 | 中国极地研究中心 | Polar region ice and snow runway and ice and snow runway construction method |
| CN113338114B (en) * | 2021-04-30 | 2023-10-03 | 中国极地研究中心 | Polar region ice and snow runway and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US3446122A (en) | Elastic surfaces for sportsgrounds,playgrounds and footpaths | |
| CA2751369C (en) | Method for manufacturing artificial paving that help improving global warming | |
| AU700362B2 (en) | Element for synthetic tennis ground and method for its production | |
| JP5956442B2 (en) | Method and mixture for athletic site foundation | |
| RU2443828C1 (en) | Earthwork on permafrost soils and method of its erection with base reinforcement in areas of permafrost propagation | |
| US8186117B2 (en) | System for creating a decking/flooring and a method for installing same | |
| CN206015469U (en) | A kind of trail resistant slide structure and indoor ski trail | |
| CN100551987C (en) | Snowmaking and artificial ski field | |
| CN107208384A (en) | Sports ground is constructed | |
| CN201495693U (en) | Overhead wood floor roofing | |
| DK2599916T3 (en) | Riding or sports ground base and process for production thereof | |
| CN205369681U (en) | Composite wallboard | |
| WO2004042148A1 (en) | Artificial sports surface | |
| TW201500617A (en) | Man-made athletic field and athletic runway structure featuring eco-green building and construction method thereof | |
| CN210263085U (en) | Shallow layer freeze thawing landslide anti-skidding structure suitable for seasonally frozen soil area | |
| CN108385473A (en) | Large-slope indoor ski field snow road and anti-skidding manufacturing method | |
| US2024158A (en) | Playing court | |
| JP4472894B2 (en) | Outdoor playground | |
| CN110904777A (en) | Ventilative plastic course | |
| NL2030565B1 (en) | A method for installing an outdoor gravel-based playing surface | |
| CN205224440U (en) | Heat preservation roofing structure | |
| CN217924615U (en) | Indoor and outdoor all-terrain universal sports wood floor system | |
| CN215714387U (en) | High-elasticity wear-resistant floor | |
| CN218622759U (en) | Earthing building waterproof construction | |
| JPS6033905A (en) | Surface finish of concrete or asphalt concrete |
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 |
Granted publication date: 20170315 Termination date: 20170707 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |