CN206157523U - Modularization plastic place - Google Patents

Modularization plastic place Download PDF

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Publication number
CN206157523U
CN206157523U CN201621007067.9U CN201621007067U CN206157523U CN 206157523 U CN206157523 U CN 206157523U CN 201621007067 U CN201621007067 U CN 201621007067U CN 206157523 U CN206157523 U CN 206157523U
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China
Prior art keywords
coiled material
retaining wall
basis
modularization
utility
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CN201621007067.9U
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Chinese (zh)
Inventor
陆大伟
刘丽欣
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Individual
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Individual
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Abstract

The utility model provides a modularization plastic place, include: prefabricated coiled material and basis, the coiled material is including the first coiled material and the linear second coiled material that have the radian, the connection can be dismantled to the prefabricated coiled material in basis, and including a plurality of basic modules, the inside fretwork of basic module lightens basic module weight, and cost is practiced thrift in convenient transportation, makes things convenient for the later stage people to get into the maintenance to be equipped with drainage channel, and still be equipped with the levelling device. The utility model discloses improve on prior art's basis, with coiled material design first coiled material and the linear second coiled material for having the radian, no matter straight way or bend all need not the secondary and exert the effort and change the shape, and it is unified that the frozen swelling coefficient in back is mated formation to the coiled material, and it is low that the probability is out of shape to the later stage, in addition the utility model discloses be equipped with drainage channel in basic module, it has the advantages such as resilience unity that the construction is simple, shorten construction cycle, basis, has prolonged foundation structure's life.

Description

Modularization synthetic court
Technical field
The utility model is related to sport-related infrastructure technical field, and in particular to one kind is applied in runway, football pitch, basketball The modularization synthetic court of field, road etc..
Background technology
By taking prefabricated plastic track and place basis as an example, the large-scale game such as all previous Olympic Games, track and field World Championships Precasting synthetic surface track is all employed, its paving process has also been used till today since the seventies, first will when being mainly included in construction The basal layer of runway is done well, and sets gutter in the both sides of basal layer, the steps such as artificial runway is then laid on basal layer, in advance Type rubber track processed is packed in the roll form when dispatching from the factory, with the development of the level of the productive forces, the raising of living standards of the people, people Leisure time it is also more and more, sports are one of activities that people like the spare time, therefore, sports equipment section Learn, hommization direct relation the personal safety of sporter, obtained extensive popularization and application, but current plastic cement race track There is following defect in terms of production and construction with runway basis:
1st, the current running track coiled material for processing is strip, and without radian, its wide cut is fixed value, when scene is mated formation not Only need to carry out cutting work, because plastic cement race track has bend, therefore need manually or mechanically to make straight volume when mating formation Material deformation produces radian, due to unbalance stress inside and outside monolithic coiled material, causes density inconsistent, the mechanics such as frost heave, structural internal force Performance is also inconsistent, and the big elasticity of inner ring density is big, and outer ring density is small little, and the frozen-heave coefficient after cold and hot change is inconsistent, Corner is caused to be easiest to crack and bulge phenomenon occur, when there is crack, bulge phenomenon in the local later stage, the general side of remedying Formula is:
A. crack:Process is to be poured into fill and lead up gap with polyurethane glue, and the gap filled up after causing and prefabricated coiled material are rushed Hit absorption elastic force inconsistent;
B. bulge:Occur in corner more, cause that Internal and external cycle surface tension is inconsistent due to pullling deformation, inner ring is laterally pressed Power is too big, and bulge phenomenon occurs, and the mode of reparation is to make it reduce horizontal water using the part that it is unnecessary that wedge shape rejects coiled material mostly Concora crush power, thus more generates gap, affects strip quality and attractive in appearance, it is easier to cause the damage moved.
Therefore easily there is the problems such as crack, bulge by the way of scene stretching coiled material radian, not only later stage reparation takes Expenses of labour power and easily in motion cause athletic damage.
The construction on the 2nd, traditional place basis and highway bed construction are substantially the same, and step includes:Excavation of earthwork --- element soil Compacting is rolled, and ----backfill sand material is rolled --- -- backfills three dirt to roll ----backfill cement stabilizing layer is rolled --- concrete Surface layer, above step long construction period, what basis generally was smash again tightly to realize using local soil property, its venting quality and thin Aqueous energy is poor, and frost heaving resistant performance is low, after the construction of artificial runway, such as when raining or cleaning artificial runway with water, Often because basal layer draining, exhaust problem make to produce ponding, pneumatosis, sedimentation etc. between basal layer and artificial runway, and for example exist During winter, runway is basic the problems such as generation bursting by freezing, also to there is bubbling phenomenon because frozen-heave coefficient is inconsistent when serious, affect to run The use in road, or even the damage of runway is caused, and also the problem of aging on basis is serious, the long-term Jing in basis of such as cement concrete , easily there is weathering dusting phenomenon in Exposure to Sunlight, rainwater invasion and attack etc., cause the plastic coat of runway and basic delamination, cause when serious Whole runway paralysis, needs laying construction again, greatly wasting manpower and material resources.
In view of this, it is special to propose the utility model.
Utility model content
The utility model is intended at least to solve to a certain extent one of technical problem in correlation technique.
A kind of modularization synthetic court is provided for this utility model.Its concrete technical scheme is as follows:
A kind of modularization synthetic court, including:Prefabricated coiled material, it includes the first coiled material with radian and linear Two coiled materials, first coiled material and the second coiled material can form the runway face of closed type;Basis, it is detachable with the prefabricated coiled material Connection, it includes multiple basic modules, and the basic module includes multiple first foundation moulds being engaged with first coiled material Block and multiple the second basic modules being engaged with second coiled material, basic module inside hollow out, and be provided with inner side Drainage channel.
According to the prefabricated plastic cement race track that the utility model is provided, it is improved on the basis of existing technology, script is long The coiled material of strip is designed as the first coiled material with radian and linear second coiled material, and no matter straight way also or bend, need not Secondary applying active force changes shape, therefore inner structure tension force unification after coiled material is mated formation, and later stage deformation probability is low, solves existing There is scene stretching coiled material radian in technology the problem of crack, bulge easily occur;In addition the utility model carries out on runway basis Improvement in overall structure, is designed to prefabricated multiple basic modules, and basic module is corresponding with coiled material and coordinates, and Drainage channel is provided with basic module, it has the advantages that construction is simple, shortens construction period, the resilience on basis is unified, and extends The service life of foundation structure.
According to an example of the present utility model, uniform intervals are distributed with multiple grooves in the base panel, described pre- The bottom surface of coiled material processed is provided with the projection with the fit depressions, or, uniform intervals are distributed with the bottom surface of the prefabricated coiled material Multiple mounting grooves, the base panel is provided with the projection being engaged with the mounting groove.
According to an example of the present utility model, the basic cooperation bonding with the prefabricated coiled material.
According to an example of the present utility model, the wedge-shaped in cross-section shape of the first foundation module, second base The rectangular shape in cross section of plinth module.
According to an example of the present utility model, the basic module includes base panel, retaining wall and bearing column, institute The side for stating base panel is provided with rubber strip, and the retaining wall includes peripheral retaining wall and inner side retaining wall, the outer enclosing Cob wall and inner side retaining wall are separately positioned on the both sides of the base panel bottom and are connected with base panel, and the load-bearing is stood Post is arranged between the peripheral retaining wall and inner side retaining wall, is formed between the inner side retaining wall and the bearing column Drainage channel, the base panel is located at the position above the drainage channel and is provided with multiple discharge outlet, the bearing column shape Into the inwall of drainage channel, the drainage channel bottom is additionally provided with base plate, the base plate respectively with the inner side retaining wall and The inwall is connected.
According to an example of the present utility model, the bearing column bottom is outward extended with support arm, the support arm On levelling device is installed, the levelling device is arranged on sleeper.
According to an example of the present utility model, the levelling device includes connecting plate, and the bearing column is arranged on institute State on connecting plate, the connecting plate is provided with installing hole, screw rod is installed on the installing hole, two are provided with the screw rod Leveling nut, respectively positioned at the both sides up and down of support arm, one end of the screw rod is arranged on the sleeper two leveling nuts, The other end is arranged on the connecting plate by the leveling nut.
According to an example of the present utility model, it is additionally provided with elasticity between the leveling nut and the support arm and subtracts Shake device.
According to an example of the present utility model, the elastic shock-absorbing device includes yielding rubber pier.
According to an example of the present utility model, also including parameter information stocking system, it is used to store runway of mating formation The parameter information in place, the parameter information includes place dimensional parameters, soil parameter.Some additional aspects of the present utility model and Advantage will be set forth in part in the description, and partly will become apparent from the description below, or by of the present utility model Practice is recognized.
Description of the drawings
Fig. 1 is the prefabricated coiled material schematic diagram of the utility model embodiment;
Fig. 2 is the structural representation of the first coiled material of the utility model embodiment;
Fig. 3 is the schematic diagram of the basic module of the utility model embodiment;
Fig. 4 is the prefabricated coiled material of the utility model embodiment and a kind of schematic diagram of combination of basic module;
Fig. 5 is the generalized section of the prefabricated coiled material of the utility model embodiment;
The schematic diagram of the prefabricated coiled material of Fig. 6 the utility model embodiments and another kind of combination of basic module;
The structural representation (one) of the first foundation module of Fig. 7 the utility model embodiments;
The structural representation (two) of the first foundation module of Fig. 8 the utility model embodiments;
The structural representation (one) of the basic module of Fig. 9 the utility model embodiments;
The structural representation (two) of the basic module of Figure 10 the utility model embodiments;
The substructure schematic diagram of the basic module of Figure 11 the utility model embodiments;
The elastic shock-absorbing device of the basic module of Figure 12 the utility model embodiments is illustrated with the annexation of miscellaneous part Figure.
In figure:1st, prefabricated coiled material;2nd, basis;3rd, the first coiled material;31st, the coiled material of A radians;32nd, the coiled material of B radians;4th, Two coiled materials;5th, first foundation module;6th, the second basic module;7th, base panel;71st, rubber strip;8th, groove;9th, it is raised;10th, keep off Cob wall;101st, outside retaining wall;102nd, inner side retaining wall;11st, bearing column;111st, support arm;12nd, drainage channel;13rd, draining Mouthful;14th, base plate;15th, levelling device;151st, connecting plate;1510th, installing hole;152nd, screw rod;153rd, leveling nut;154th, it is fixed Nut;16th, sleeper;17th, elastic shock-absorbing device.
Specific embodiment
Embodiment of the present utility model is described below in detail, the example of the embodiment is shown in the drawings, wherein ad initio Same or similar element is represented to same or similar label eventually or the element with same or like function.Below by ginseng The embodiment for examining Description of Drawings is exemplary, it is intended to for explaining the utility model, and it is not intended that to the utility model Restriction.
With reference to shown in accompanying drawing 1-12, a kind of modularization synthetic court, technical side of the present utility model are present embodiments provided Case is not limited solely to runway, and it is readily adaptable for use in the communal facilitys such as court, road, airport.By taking prefabricated plastic cement race track as an example, It includes the basis 2 of prefabricated coiled material 1 and runway, and prefabricated coiled material 1 includes the first coiled material 3 and linear volume Two with radian 4, the first coiled material 3 and the second coiled material 4 can form the runway face of closed type, as illustrated in fig. 1 and 2, by taking diagram as an example, the first coiled material 3 Radian is carried during production, radian is realized by outer force deformation without the need for the later stage, the first coiled material 3 can include thering is two chis in diagram Very little coiled material, such as two coiled materials 31 with A radians and two coiled materials 32 with B radians, the second coiled material 4 is in strip, is led to Cross four the first coiled materials 3 with radian and multiple second coiled materials 4 are spliced to form the runway plane of an entirety, each coiled material exists Runway white line can be indicated when dispatching from the factory, or individually carries out graticule work at the scene, row is provided with close to runway inner side edge in runway Ditch.
Except the improvement on prefabricated coiled material, applicant has found during work progress and use, prior art midfield Subgrade construction operation is unanimously continued to use in the construction of ground foundation, and not only working procedure is complicated, and the construction period is longer, and cannot expire mostly Waterproof, the LP blades function on sufficient runway basis, when there is impeded drainage or problem of frost heave in part basis, the product that basis can occur The phenomenons such as water, sedimentation, bubbling, fracture, do not simply fail to be adjusted to original horizontal plane, and when phenomenons such as bulge, cracks The paralysis of whole runway facility can be caused when serious, therefore applicant has carried out the improvement of globality, such as Fig. 3 on the basis of runway It is shown, basis is improved to multiple sliceable basic modules, basic module by by the road structure for needing to construct layer by layer originally Including multiple first foundation modules 5 being engaged with the first coiled material 3 and multiple the second basic modules being engaged with the second coiled material 4 6, basic module inside hollow out, and drainage channel is provided with inner side, and not only construct simple, the reduction of erection time, and can be very Drainage problem, and resilience, the mechanical property all same of each basic module, and Stability Analysis of Structures are solved well.
The modularization synthetic court that the present embodiment is provided, is improved on the basis of existing technology, by script strip Coiled material be designed as the first coiled material with radian and linear second coiled material, no matter straight way also or bend, without the need for secondary Apply active force and change shape, frozen-heave coefficient is unified after coiled material is mated formation, and later stage deformation probability is low, solves scene in prior art Easily there is the problem of crack, bulge in stretching coiled material radian;In addition the utility model carries out runway basis in overall structure Improve, be designed to prefabricated multiple basic modules, basic module is corresponding with coiled material and coordinates, and sets in basic module There is drainage channel, it has the advantages that construction is simple, shortens construction period, the resilience on basis is unified, and extends foundation structure Service life, solves the problems, such as that runway basis is aging in prior art.
Except above-mentioned improvements, the combination on coiled material of the present utility model and basis also has various, as shown in figure 4, Can be that use Environment-friendlyglue glue of the prior art carries out bonding, or, as it can be seen in figures 5 and 6, between uniform in base panel 7 Every multiple grooves 8 are distributed with, the bottom surface of prefabricated coiled material is provided with the projection 9 with fit depressions, and raised 9 are mutually engaged card with groove 8 Connect, its Stability Analysis of Structures is firm and is readily disassembled, and for example, multiple peaces can be distributed with by uniform intervals on the bottom surface of prefabricated coiled material Tankage, base panel is provided with the raised (not shown) being engaged with mounting groove, its fit system and a kind of big body phase of upper scheme Together.It should be noted that the projection is any with the shape of groove or mounting groove, for example strip, circle, ellipse etc. exist Within protection domain of the present utility model.
Specifically, in the present embodiment, as shown in fig. 7, the wedge-shaped in cross-section shape of first foundation module 5, it includes many Individual B1 blocks, C1 blocks and C2 blocks, the rectangular shape in cross section of the second basic module 6, it includes multiple A1 blocks and A2 blocks, multiple bases Module is spliced into the runway basis for entirety, and the certainly specific variable such as shape and quantity does not do in the utility model Excessive to limit, such as first foundation module can be spliced into an arc similar with the shape of the first coiled material 101.
Specifically, in the present embodiment, the embodiment of basic module can also have various, as shown in Figure 7,8, basic mould Block includes base panel 7, retaining wall 10 and bearing column 11, and the rubber strip 71 of waterproof action is posted in the side of base panel 7, keeps off Cob wall 10 includes peripheral retaining wall 101 and inner side retaining wall 102, it should be noted that " interior ", " outward " here refers to runway Overall inward-outward direction, peripheral retaining wall 101 and inner side retaining wall 102 be separately positioned on the both sides of the bottom of base panel 7 and with Base panel 7 is connected, and bearing column 11 is arranged between peripheral retaining wall 101 and inner side retaining wall 102, inner side retaining wall Drainage channel 12 is formed between 102 and bearing column 11, base panel is located at the position of the top of drainage channel 12 and is provided with multiple Discharge outlet 13, is two in the present embodiment, and bearing column 11 forms the inwall of drainage channel 12, and the bottom of drainage channel 12 also sets up There is base plate 14, base plate 14 is connected respectively with inner side retaining wall 102 and inwall.
Specifically, in the present embodiment, can be by structures one such as base panel 7, retaining wall 10, bearing column 11 and base plates It is body formed, also can separable assembled shaping, preferably packing shaping, packing shaping be readily transported, being integrally formed can increase structure Stability, and beneficial to the installation in construction and dismounting.
Specifically, in the present embodiment, as shown in figure 9, used as further improvement of the utility model, applicant is for reality The height on existing basis can adjust this purpose, and in the bottom of bearing column 11 support arm 111 is outward extended with, and pacify on support arm Equipped with levelling device 15, levelling device 15 is arranged on sleeper 16.Favourable, in the present embodiment, the structure of levelling device 15 Including connecting plate 151, bearing column 11 is arranged on connecting plate 151, and connecting plate 151 is provided with installing hole 1510, installing hole Screw rod 152 is installed on 1510, two leveling nuts 153 are installed on screw rod 152, two leveling nuts 153 are located at prop up respectively The both sides up and down of brace 101, one end of screw rod 152 is arranged on sleeper 16, and it may pass through the sleeper 16 of lower section, and by fixation Nut 154 is fixed, the other end by leveling nut 153 be arranged on connecting plate 151 on, when need adjust base panel height and During gradient, can be operated by adjusting vertical position of the leveling nut 153 on screw rod 152.
Specifically, in the present embodiment, as shown in Figure 10, it has been found that most of places basis is harder, in order to Comfort level when people move is improved, used as further improvement of the utility model, applicant is in leveling nut 153 and support arm Elastic shock-absorbing device 17 is additionally provided between 111, elastic shock-absorbing device 17 can be greatly improved as the part of a buffering Level of comfort of the sporter in motion process, specifically in the present embodiment, the elastic shock-absorbing device is preferably yielding rubber Pier, rubber blanket in addition to damping, also one special role:The later stage is facilitated to check whether sleeper moves up and down, such as rubber cushion The excessive explanation sleeper of deformation is heaved by ground and is moved upwards, such as deforms too small or gap occurs, illustrates that sleeper sinks.Certain bullet Property damping device can also be other structures, for example, elastic component of a skeleton structure, or such as the pier stud of bridge structure Vibration-damped table etc., as long as damping, buffering effect can be played.
Specifically, in the present embodiment, in order to embody intelligence of the present utility model and system generalization, applicant also designs There is parameter information stocking system, it is used for the parameter information in the place for storing runway of mating formation, the parameter information includes place size Parameter, soil parameter, each module information etc., according to different places, factory can be by the letter in the place when customized production Breath is stored, and is easy to the later stage to transfer and is used.
It is further elaborated with reference to making production technology of the present utility model:
The production technology of modularization synthetic court
1st, the production of modular basis:According to place size, by place basis and gutter design in one, by basis point Some fritters into for the purpose of being readily transported, internal hollow out, while design on single fritter various functions chaining part and Reserved function hole position.
2nd, the production of modularization plastic coat:According to modular basis specification data produced or pre-manufactured, On the premise of ensureing convenient transport, the modularization plastic coat of bulk is made as far as possible.And design required for linking with basis Feature connector.And with marking all markings and lines.
The construction technology in modularization plastic cement race track/court:
1st, the size that scene designs according to the initial stage, is cut the earth, and depth is consistent with the module height of modularization runway, is put down Whole soil layer, rammed earth.
2nd, with the embedded sleeper of graded broken stone, it is furnished with standard load-bearing bolt on sleeper, sleeper is according to design size with special Specifications control slide calliper rule, determine position and spacing.
3rd, modular basis is assembled, has the screw of a control leveling, and a reinforcing screw on sleeper, in two spiral shells Installation of modular basis on silk, and elastic caoutchouc pier is provided between connecting plate and adjusting nut, have on modular basis Reserved hole position may pass through the bolt on sleeper, after adjusting height, pull tight bolt, a piece of modular basis under continuing to install, There is reserved hole position at the link of two modular basis, can be fixed with screw, finally make the modularization of whole sports ground Basis is connected to become an entirety.
4th, installation of modular plastic coat.Modularization surface layer is installed successively according to sequence number.Initial production plastic coat with Basic quality inspection adopts Environment-friendlyglue glue bonding, and after product up-gradation, without the need for glue, modular basis and plastic coat design connection Firmware, such as box and pin, basis is mother, and plastic coat is public affairs, is mutually twisted connection.
5th, place is cleaned, enjoins the points for attention of user, and hand over how user patrols and examines, how leveling.
6th, regular scene of sending someone is patrolled and examined, and Jing users allow, and from inspection socket runway basic internal is entered, check whether there is because The hanging phenomenon that sleeper sinks and produces, if having the basic bulging phenomenon produced because of sleeper bulging.
In sum, the manufacture craft with reference to more than to technical scheme and the description of work progress, what the present embodiment was provided Modularization synthetic court has the advantages that:
1st, coiled material and basic factory modularization production, not allocation of raw materials at the scene, scene without construction rubbish, dust etc., Reduce environmental pollution.
2nd, shop specification metaplasia is produced, it is to avoid product quality is uneven.
3rd, for coiled material, no matter straight way also or bend, changes shape, frozen-heave coefficient system without the need for secondary applying active force One, later stage deformation probability is low.
4th, basic flatness is good, and the gradient is integrally unified, effectively anti-ponding.Seam is few, and overall aesthetic degree strengthens.
5th, foundation resilience unification, it is to avoid cause to damage to sportsman because of soft or hard inequality.
6th, environmentally friendly coefficient is high, and large-scale production effectively prevents raw material inferior from mixing, and effective control quality is checked on.
7th, factory modularization production, standardization level is high, and measure of precision is high, uniform specification, and precisely, size is smart for markings Really, human error is effectively reduced.
8th, the available Environment-friendlyglue glue bonding of modularization surface layer and basis, also can be without the need for glue, in the form of male-female coupling part Assembly and connection, while reducing pollution, reduces the impact of human factor in installation process.
9th, the effective anti-freeze expansion of levelling device, effective anti-settling.
10th, the wasting of resources is reduced, reduces manpower and materials and waste, without the need for individually designed according to different geologic structures, reduction sets Meter cost, effectively save cost.
11st, the expendable material usage such as sandstone and concrete is reduced, the design of basic hollow out reduces weight, transport It is convenient, only need semi-finished product to transport after modularization, without the need for the individually various independent auxiliary materials such as transport sandstone, glue, particle, save transport Cost, in a disguised form reduces CO2 emissions, effective protection environment.
12nd, the inspection socket reserved after basic module, people can enter, and check whether runway polycrystalline substance has breakage at any time, Accomplish to prevent in advance, and leveling at any time, it is to avoid hanging and bulging phenomenon occurs.
13.th, can batch production volume production, also can customization of individual character production.
14th, convenient later maintenance, removes without the need for large area, and either basic module or plastic coat module occur indivedual Region is damaged, can be transferred after early time data according to numbering, and according to data the product of this numbering is produced again, is individually replaced this volume Number product.Overall pulling down is avoided to cause the waste of economy and resource.
15th, service life is long, and service life increases several times service life than original sand-stone concrete basis.
16th, recyclable, the material of modular basis uses recyclable material, it is to avoid the environment caused because of dismounting is dirty Dye.
17th, application is wide, runway, football pitch, and the various places such as basketball court, road can live group after modularized production Dress.The environmental pollution for reducing the construction of field ground soil layer and causing.
18th, module bulk production, bulk is assembled, and seam is few, and overall aesthetic degree strengthens.
19th, easy accessibility, replaceable place re-assemblies.
20th, without the need for lower shoveling layer or shallow cut soil layer, according to modularization runway produced or pre-manufactured and live feelings Condition digs basis, reduces and excavates and cost of transportation.
21st, short construction period, speed are fast, and without the need for curing period, construction is finished and can come into operation at once
22nd, can construction in summer, spring, summer, autumn and winter, rainy season do not affect construction.
23rd, with predictable, user can in advance predict place performance and the apperance that future is made before mating formation, and keep away User cannot Accurate Prediction before mating formation to exempt from traditional basis and coiled material.
It should be noted that in description of the present utility model, it is to be understood that term " " center ", " longitudinal direction ", " horizontal stroke To ", " length ", " width ", " thickness ", " on ", D score, "front", "rear", "left", "right", " vertical ", " level ", " top ", The orientation or position relationship of the instruction such as " bottom " " interior ", " outward ", " clockwise ", " counterclockwise ", " axial direction ", " radial direction ", " circumference " is Based on orientation shown in the drawings or position relationship, it is for only for ease of description the utility model and simplifies description, rather than indicates Or the device or element of hint indication with specific orientation, with specific azimuth configuration and operation, therefore must not be understood that It is to restriction of the present utility model.
Additionally, term " first ", " second " are only used for describing purpose, and it is not intended that indicating or implying relative importance Or the implicit quantity for indicating indicated technical characteristic.Thus, define " first ", the feature of " second " can express or Implicitly include one or more this feature.In description of the present utility model, " multiple " are meant that two or more, remove It is non-separately to have clearly specific restriction.
In the utility model, unless otherwise clearly defined and limited, term " installation ", " connected ", " connection ", " Gu It is fixed " etc. term should be interpreted broadly, it is for example, it may be fixedly connected, or be detachably connected or integral;Can be It is mechanically connected, or electrically connects;Can be joined directly together, it is also possible to be indirectly connected to by intermediary, can be two The connection of element internal or the interaction relationship of two elements.For the ordinary skill in the art, can basis Concrete condition understands concrete meaning of the above-mentioned term in the utility model.
In the utility model, unless otherwise clearly defined and limited, fisrt feature second feature " on " or D score Can be the first and second feature directly contacts, or the first and second features are by intermediary mediate contact.And, first is special Levy second feature " on ", " top " and " above " but fisrt feature directly over second feature or oblique upper, or only Represent that fisrt feature level height is higher than second feature.Fisrt feature second feature " under ", " lower section " and " below " can be with Be fisrt feature immediately below second feature or obliquely downward, or be merely representative of fisrt feature level height less than second feature.
In the description of this specification, reference term " one embodiment ", " some embodiments ", " example ", " specifically show The description of example " or " some examples " etc. means to combine specific features, structure, material or spy that the embodiment or example are described Point is contained at least one embodiment of the present utility model or example.And, the specific features of description, structure, material or Feature can in an appropriate manner be combined in any one or more embodiments or example.Additionally, in not conflicting situation Under, those skilled in the art can be by the different embodiments or example described in this specification and different embodiments or example Feature be combined and combine.
Although embodiment of the present utility model has been shown and described above, it is to be understood that above-described embodiment is Exemplary, it is impossible to it is interpreted as to restriction of the present utility model, one of ordinary skill in the art is in scope of the present utility model It is interior above-described embodiment to be changed, be changed, being replaced and modification.

Claims (10)

1. a kind of modularization synthetic court, it is characterised in that include:
Prefabricated coiled material, it includes the first coiled material with radian and linear second coiled material, first coiled material and volume Two Material can form the runway face of closed type;
Basis, it is detachably connected with the prefabricated coiled material, and it includes multiple basic modules, the basic module include it is multiple with First foundation module and multiple the second basic modules being engaged with second coiled material that first coiled material is engaged, it is described Basic module inside hollow out, and it is provided with drainage channel in inner side.
2. modularization synthetic court according to claim 1, it is characterised in that uniform intervals distribution in the base panel There are multiple grooves, the bottom surface of the prefabricated coiled material is provided with the projection with the fit depressions, or, the bottom surface of the prefabricated coiled material Upper uniform intervals are distributed with multiple mounting grooves, and the base panel is provided with the projection being engaged with the mounting groove.
3. modularization synthetic court according to claim 1, it is characterised in that described basic bonding with the prefabricated coiled material Coordinate.
4. modularization synthetic court according to claim 1, it is characterised in that the cross section of the first foundation module is in Wedge shape, the rectangular shape in cross section of second basic module.
5. the modularization synthetic court according to claim 1 or 4, it is characterised in that the basic module includes base surface Plate, retaining wall and bearing column, the side of the base panel is provided with rubber strip, the retaining wall include peripheral retaining wall and Inner side retaining wall, the peripheral retaining wall and inner side retaining wall be separately positioned on the both sides of the base panel bottom and with basis Panel is connected, and the bearing column is arranged between the peripheral retaining wall and inner side retaining wall, the inner side retaining wall with Drainage channel is formed between the bearing column, the base panel is located at the position above the drainage channel and is provided with multiple Discharge outlet, the bearing column forms the inwall of drainage channel, and the drainage channel bottom is additionally provided with base plate, the base plate point It is not connected with the inner side retaining wall and the inwall.
6. modularization synthetic court according to claim 5, it is characterised in that the bearing column bottom is outward extended with Support arm, is provided with levelling device on the support arm, the levelling device is arranged on sleeper.
7. modularization synthetic court according to claim 6, it is characterised in that the levelling device includes connecting plate, institute Bearing column is stated on the connecting plate, the connecting plate is provided with installing hole, and screw rod, institute are provided with the installing hole State and be provided with screw rod two leveling nuts, two leveling nuts respectively positioned at the both sides up and down of support arm, the one of the screw rod End is arranged on the sleeper, and the other end is arranged on the connecting plate by the leveling nut.
8. modularization synthetic court according to claim 7, it is characterised in that the leveling nut and the support arm Between be additionally provided with elastic shock-absorbing device.
9. modularization synthetic court according to claim 8, it is characterised in that the elastic shock-absorbing device includes damping rubber Jiao Dun.
10. modularization synthetic court according to claim 1, it is characterised in that also including parameter information stocking system, its For storing the parameter information in the place of runway of mating formation, the parameter information includes place dimensional parameters, soil parameter.
CN201621007067.9U 2016-08-29 2016-08-29 Modularization plastic place Withdrawn - After Issue CN206157523U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621007067.9U CN206157523U (en) 2016-08-29 2016-08-29 Modularization plastic place

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621007067.9U CN206157523U (en) 2016-08-29 2016-08-29 Modularization plastic place

Publications (1)

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CN206157523U true CN206157523U (en) 2017-05-10

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106192671A (en) * 2016-08-29 2016-12-07 陆大伟 Modularity synthetic court and basis, place
WO2018040228A1 (en) * 2016-08-29 2018-03-08 陆大伟 Site foundation and modular rubberized site
CN109183555A (en) * 2018-10-29 2019-01-11 林敦玉 A kind of prefabrication type synthetic court surface layer and its construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106192671A (en) * 2016-08-29 2016-12-07 陆大伟 Modularity synthetic court and basis, place
WO2018040228A1 (en) * 2016-08-29 2018-03-08 陆大伟 Site foundation and modular rubberized site
CN106192671B (en) * 2016-08-29 2018-07-03 陆大伟 Modularization synthetic court
CN109183555A (en) * 2018-10-29 2019-01-11 林敦玉 A kind of prefabrication type synthetic court surface layer and its construction method

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