CN105088921A - Tennis court floor structure - Google Patents

Tennis court floor structure Download PDF

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Publication number
CN105088921A
CN105088921A CN201510580456.4A CN201510580456A CN105088921A CN 105088921 A CN105088921 A CN 105088921A CN 201510580456 A CN201510580456 A CN 201510580456A CN 105088921 A CN105088921 A CN 105088921A
Authority
CN
China
Prior art keywords
tennis court
layer
floor structure
plastic sheeting
woodwork plate
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.)
Pending
Application number
CN201510580456.4A
Other languages
Chinese (zh)
Inventor
王颖莉
吴镝
王亮
代续贤
叶燕妮
左慧敏
马樱
孙帅
竺晓
赵正升
纪颖
杨涛
孔伟
周丰昌
张春花
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Suzhou Gold Mantis Construction Decoration Co Ltd
Original Assignee
Suzhou Gold Mantis Construction Decoration Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Suzhou Gold Mantis Construction Decoration Co Ltd filed Critical Suzhou Gold Mantis Construction Decoration Co Ltd
Priority to CN201510580456.4A priority Critical patent/CN105088921A/en
Publication of CN105088921A publication Critical patent/CN105088921A/en
Pending legal-status Critical Current

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Abstract

The invention relates to a tennis court floor structure, comprising a ground base layer. Multiple layers of boards are arranged above the ground base layer, a cavity is formed between the ground base layer and the multiple layers of boards, a plurality of damping cushions are arranged between the ground base layer and the multiple layers of boards at intervals, a sound absorption layer fills the cavity, a plastic film is arranged on the multiple layers of boards, a leveling layer is spread on the plastic film, and a surface layer is spread on the leveling layer. According to the tennis court floor structure, through the sound absorption layer filling the cavity and the damping cushions, sound generated when a tennis court is in use and vibration transferred under a floor are reduced, and the influence of the tennis court on underground facilities under the tennis court is alleviated. Meanwhile, the plastic film is used for preventing all the materials from being influenced by water vapor.

Description

Tennis court floor structure
Technical field
The present invention relates to a kind of floor structure of athletic ground, particularly a kind of tennis court floor structure.
Background technology
Along with people more and more focus on motion, in city, build a lot of athletic ground.Such as, but due to shortage of land resource in city, underground is also provided with underground installation, underground garage usually simultaneously, when athletic ground is built above underground garage, the vibrations produced when people move and noise can affect the underground space.Current outdoor tennis court is generally making cement or pitch basis, do the surface layer that tennis court proprietary material paves on this basis, there is following defect in existing tennis court floor structure: 1, because strenuous exercise and batting can produce noise to ground, can conduct to underground garage space.2, levelling owing to doing concrete foundation, concrete curing and later stage cleaning ground produce steam and can impact the terrace material of below.
Summary of the invention
The present invention in order to solve the problem of prior art, provide a kind of can reduce and reduce to tennis court produce noise and vibrations to underground space transmission.
Technical scheme of the present invention is: a kind of tennis court floor structure, comprise ground layer, multilayer woodwork plate is provided with above described ground layer, form cavity between ground layer and multilayer woodwork plate, be provided with multiple beam between ground layer and multilayer woodwork plate, beam is intervally arranged, sound absorbing layer is filled in described cavity, be provided with plastic sheeting above multilayer woodwork plate, plastic sheeting is equipped with leveling layer, above described leveling layer, be equipped with surface layer.
It is below attached technical scheme of the present invention.
Preferably, described sound absorbing layer is provided with square hole, and described beam embeds in described square hole.
Preferably, described sound absorbing layer is sound-absorbing rock wool.
Preferably, described plastic sheeting surrounding adopts extruded sheet and former facade to isolate.
Preferably, described extruded sheet thickness is 10-15mm, described plastic sheeting surrounding neutral silicone weather-resistant glue sealing.
Preferably, described leveling layer is C30 reinforcing bar polypropylene fiber concrete.
Technique effect of the present invention: tennis court of the present invention floor structure transmits with vibrations by adopting cavity filling sound absorbing layer and beam to reduce the sound produced when tennis court uses below terrace, and the underground installation reduced below tennis court is subject to the impact in tennis court; Meanwhile, plastic sheeting is adopted to prevent above-mentioned material to be subject to the impact of steam.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of the tennis court floor structure of the embodiment of the present invention.
Fig. 2 is the sectional view of the tennis court floor structure of the embodiment of the present invention.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention will be further described.
As depicted in figs. 1 and 2, the tennis court floor structure of the present embodiment comprises ground layer 100, multilayer woodwork plate 3 is provided with above described ground layer 100, cavity is formed between ground layer 100 and multilayer woodwork plate 3, multiple beam 1 is provided with between ground layer 100 and multilayer woodwork plate 3, sound absorbing layer 2 is filled in described cavity, sound absorbing layer 2 is embedded with polylith beam 1, described beam 1 is intervally arranged, plastic sheeting 4 is provided with above multilayer woodwork plate 3, plastic sheeting 4 prevents the steam produced above it from permeating downwards, making multilayer woodwork plate and acoustical cotton absorb moisture makes moist mouldy, rot.Described plastic sheeting 4 is equipped with leveling layer 5, above described leveling layer 5, is equipped with surface layer 6.Beam multilayer woodwork plate is adopted to form space, sound absorbing layer is filled in described cavity, thus reduce the noise produced when tennis court uses and transmit below basic unit earthward, reduced the transmission of tennis court vibrations by beam, thus reduce the impact on the underground installation below ground layer when tennis court uses.
As depicted in figs. 1 and 2, improve as one, described sound absorbing layer 2 is provided with square hole, beam 1 embeds in described square hole, thus convenient construction, the material that described sound absorbing layer adopts is sound-absorbing rock wool, it is 50 thick sound-absorbing rock wools, described beam is of a size of 50*50mm, thus optimizes the sound-absorbing effect of terrace, reduces noise and transmits below terrace.Described multilayer woodwork plate can adopt the thick multilayer woodwork plate of 20mm, and described beam can adopt Rubber shock-absorbing pad.
Improve as one, described plastic sheeting surrounding adopts extruded sheet (not shown) and former facade to isolate, extruded sheet thickness is 10-15mm, and described plastic sheeting and extruded sheet surrounding neutral silicone weather-resistant glue seal, thus the concrete used when preventing from constructing affects former facade.
Improve as one, described leveling layer is levellingly based on C30 reinforcing bar polypropylene fiber concrete control within 6mm by planeness, described surface layer can adopt tennis court Special anti-skid Wear-resisting terrace material, described material is in prior art, the tennis court surface material that those skilled in the art commonly use.
The present embodiment tennis court floor structure transmits with vibrations by adopting cavity filling sound absorbing layer and beam to reduce the sound produced when tennis court uses below terrace, and the underground installation reduced below tennis court is subject to the impact in tennis court; Meanwhile, plastic sheeting is adopted to prevent above-mentioned material to be subject to the impact of steam.It is pointed out that above-mentioned preferred embodiment is only and technical conceive of the present invention and feature are described, its object is to person skilled in the art can be understood content of the present invention and implement according to this, can not limit the scope of the invention with this.All equivalences done according to Spirit Essence of the present invention change or modify, and all should be encompassed within protection scope of the present invention.

Claims (6)

1. a tennis court floor structure, comprise ground layer, it is characterized in that: above described ground layer, be provided with multilayer woodwork plate, form cavity between ground layer and multilayer woodwork plate, be provided with multiple beam between ground layer and multilayer woodwork plate, beam is intervally arranged, sound absorbing layer is filled in described cavity, be provided with plastic sheeting above multilayer woodwork plate, plastic sheeting is equipped with leveling layer, above described leveling layer, be equipped with surface layer.
2. tennis court as claimed in claim 1 floor structure, it is characterized in that: described sound absorbing layer is provided with square hole, described beam embeds in described square hole.
3. tennis court as claimed in claim 2 floor structure, is characterized in that: described sound absorbing layer is sound-absorbing rock wool.
4. the tennis court floor structure as described in claim arbitrary in claims 1 to 3, is characterized in that: described plastic sheeting surrounding adopts extruded sheet and former facade to isolate.
5. tennis court as claimed in claim 4 floor structure, is characterized in that: described extruded sheet thickness is 10-15mm, described plastic sheeting surrounding neutral silicone weather-resistant glue sealing.
6. tennis court as claimed in claim 4 floor structure, is characterized in that: described leveling layer is C30 reinforcing bar polypropylene fiber concrete.
CN201510580456.4A 2015-09-14 2015-09-14 Tennis court floor structure Pending CN105088921A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510580456.4A CN105088921A (en) 2015-09-14 2015-09-14 Tennis court floor structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510580456.4A CN105088921A (en) 2015-09-14 2015-09-14 Tennis court floor structure

Publications (1)

Publication Number Publication Date
CN105088921A true CN105088921A (en) 2015-11-25

Family

ID=54570188

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510580456.4A Pending CN105088921A (en) 2015-09-14 2015-09-14 Tennis court floor structure

Country Status (1)

Country Link
CN (1) CN105088921A (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003056171A (en) * 2001-08-17 2003-02-26 Tokushima Ken Soundproof structure for solid wood, and its construction method
JP2004044315A (en) * 2002-07-15 2004-02-12 Matsushita Electric Works Ltd Soundproof floor material
CN101614069A (en) * 2009-04-23 2009-12-30 浙江省建工集团有限责任公司 Construction method of floating floor
CN202324234U (en) * 2011-03-07 2012-07-11 北京中亚康源环保工程有限公司 Sound-insulated vibration-isolated floating structure
CN202644769U (en) * 2012-04-18 2013-01-02 何建龙 Floating insulation layer
CN203008186U (en) * 2012-10-23 2013-06-19 洛阳富兴管业有限公司 Machine room vibration isolation floor structure
CN203834772U (en) * 2014-05-13 2014-09-17 北京弘高建筑装饰设计工程有限公司 Sound insulation and shock absorption floating platform
CN204982595U (en) * 2015-09-14 2016-01-20 苏州金螳螂建筑装饰股份有限公司 Court terrace structure

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003056171A (en) * 2001-08-17 2003-02-26 Tokushima Ken Soundproof structure for solid wood, and its construction method
JP2004044315A (en) * 2002-07-15 2004-02-12 Matsushita Electric Works Ltd Soundproof floor material
CN101614069A (en) * 2009-04-23 2009-12-30 浙江省建工集团有限责任公司 Construction method of floating floor
CN202324234U (en) * 2011-03-07 2012-07-11 北京中亚康源环保工程有限公司 Sound-insulated vibration-isolated floating structure
CN202644769U (en) * 2012-04-18 2013-01-02 何建龙 Floating insulation layer
CN203008186U (en) * 2012-10-23 2013-06-19 洛阳富兴管业有限公司 Machine room vibration isolation floor structure
CN203834772U (en) * 2014-05-13 2014-09-17 北京弘高建筑装饰设计工程有限公司 Sound insulation and shock absorption floating platform
CN204982595U (en) * 2015-09-14 2016-01-20 苏州金螳螂建筑装饰股份有限公司 Court terrace structure

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Application publication date: 20151125