CN107773972B - Semi-submersible type accommodation platform sports ground - Google Patents
Semi-submersible type accommodation platform sports ground Download PDFInfo
- Publication number
- CN107773972B CN107773972B CN201610727321.0A CN201610727321A CN107773972B CN 107773972 B CN107773972 B CN 107773972B CN 201610727321 A CN201610727321 A CN 201610727321A CN 107773972 B CN107773972 B CN 107773972B
- Authority
- CN
- China
- Prior art keywords
- pillar
- sports ground
- protective net
- place
- semi
- 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.)
- Active
Links
Classifications
-
- A—HUMAN NECESSITIES
- A63—SPORTS; GAMES; AMUSEMENTS
- A63C—SKATES; SKIS; ROLLER SKATES; DESIGN OR LAYOUT OF COURTS, RINKS OR THE LIKE
- A63C19/00—Design or layout of playing courts, rinks, bowling greens or areas for water-skiing; Covers therefor
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
Abstract
The present invention provides a kind of semi-submersible type accommodation platform sports grounds, on the deckhead of platform, including the place being rectangle and the shielded frame for being set to place periphery；The shielded frame includes pillar, wirerope and rectangle protective net.Pillar corresponds on the corner location and four edges in place and vertically arranged；Wherein, the pillar on every two relative edge is correspondingly arranged；Wirerope is set to the top of sports ground in length and breadth, and multiple rectangular areas will be divided at the top of sports ground；One end of the wirerope is connected with the pillar top in a line of place, and the other end is connected with the corresponding pillar top on the relative edge of place；Rectangle protective net be set between each adjacent two pillar and each rectangular area in the top of sports ground in；Wherein, the position that the pillar is connected with the rectangle protective net is fixedly connected by matching for eye plate, and the position that the wirerope is connected with the rectangle protective net is mutually permanently connected by multiple stainless steel binding straps.
Description
Technical field
The present invention relates to ocean engineering and field of shipbuilding, in particular to a kind of small-sized movement of semi-submersible type accommodation platform
.
Background technique
With the increase of mankind's activity, ratio of the exploration and development of the resources such as petroleum, natural gas in deep-sea is incrementally increased.
And deep-sea is far from continent, the inhabitation number of production platform is very limited, so the high standard semi-submersible type life for being suitable for deep-sea is flat
Platform is very widely used.Since far from continent, the entertainment of Jobs on the sea personnel and gymnasium are extremely important, setting electricity
Movie theatre, gymnasium and sports ground etc. are highly desirable.
And the playground facilities on semi-submersible type accommodation platform are very different with Land Movement field facility, main difference
It is as follows:
1, intensity requirement is high.Because semisubmersible platform will at sea bear the sea situation of very severe, such as hurricane.Therefore it is needed
Carry stronger wind-force.Semisubmersible platform can generate acceleration of motion, equally, In under the action of wind, wave, ocean current certainly
Playground facilities thereon will also bear same acceleration.
2, replacement not easy to repair.Due to the operation at sea for a long time of semi-submersible type accommodation platform, the cost of transport goods is very high,
So projected life is required to be not less than the projected life of platform, that is, 20 years or more in design.
3, basketball, football etc. are ball does not allow to throw into outside the venue.Sports ground by land does not need protective net, and partly latent
Accommodation platform works in deep-sea throughout the year, be very expensive equipment on platform everywhere, and having object to fall does not allow clearly,
Just falling on sea at last is substantially also less likely to get back.Therefore there must be the protective net of disposition on sports ground, with
It prevents from ball throwing into outside place when firmly excessive.So the sports ground safeguard procedures on semi-submersible type accommodation platform must be full side
Position, that is to say, must have the protection at top.
4, requirement for anticorrosion is high.Since marine air humidity is big, and contain certain salt, therefore, corrosivity requirement
It is relatively high.
5, outdoor marine environment, it is desirable that material is anti-aging.Sports ground is due to being chronically exposed to marine environment, in field
The floor organic material that does not allow to influence as PVC, rubber etc. vulnerable to ultraviolet light naturally.
6, antivibration and sound isolation requirement are high.Since blocking ability of the steel deck to vibration is very poor, so to Sports field board
Vibration resistance require it is very high.And staff has days off by turns on semi-submersible type accommodation platform, that is, any time
All someone is resting.So deck top on play basketball, play soccer or remaining movement do not allow influence deck below personnel
Rest.
Summary of the invention
In order to solve the above-mentioned technical problem, the invention reside in a kind of semi-submersible type accommodation platform sports ground is provided, to solve now
There is the problems such as cannot achieve sports ground in narrow platform space in technology.
In view of the above technical problems, the present invention proposes a kind of semi-submersible type accommodation platform sports ground, set on the deckhead of platform
On, including the place being rectangle and the shielded frame for being set to place periphery；The shielded frame includes: pillar, wirerope
With rectangle protective net.Pillar corresponds on the corner location and four edges in place and vertically arranged；Wherein, on every two relative edge
Pillar be correspondingly arranged；Wirerope is set to the top of sports ground in length and breadth, and multiple rectangle regions will be divided at the top of sports ground
Domain；One end of the wirerope is connected with the pillar top in a line of place, and the other end is corresponding on the relative edge of place
Pillar top is connected；Rectangle protective net is set between each adjacent two pillar and each rectangle in the top of sports ground
In region；Wherein, the position that the pillar is connected with the rectangle protective net is fixedly connected by matching for eye plate, described
The position that wirerope is connected with the rectangle protective net is mutually permanently connected by multiple stainless steel binding straps.
In a preferred approach, the rectangle protective net lower edge between each adjacent two pillar and field corresponding with its lower edge
Destination edge floor is fixedly connected by matching for eye plate.
In a preferred approach, the edge of the rectangle protective net, which is equipped with, reinforces metal tube, the eye plate of the rectangle protective net
It is set on the reinforcing metal tube.
In a preferred approach, the rectangle protective net is made of magnesium alloy, aluminium alloy or magnesium-aluminium alloy material, the pillar
For seamless steel pipe.
In a preferred approach, the post top portion is equipped with eye plate；The wirerope includes two ends and is set to described
Steel wire rope body between two ends；The wraparound after the eye plate of the post top portion of the end of the wirerope, and pass through
Three square rings are locked in the wirerope main body.
In a preferred approach, it is enclosed with soft material on the pillar from more than place in the range of at least two meters, institute
It states and is enclosed with nylon wire on rectangle protective net.
In a preferred approach, the place surface is equipped with floating floor, and the floating bottom plate includes: epoxy from bottom to top
Resinae primary deck covering, mineral wool floating floor, thick aluminium alloy plate and damping paint.
In a preferred approach, the epoxy resin primary deck covering is at least by epoxy resin, expanded perlite, quartz
It is laid after sand and curing agent mixing.
In a preferred approach, the outer rim of the floating floor be equipped with the consistent steel coaming plate of floating floor height,
It is equipped with the filler that pitch and stone mix, between the floating floor and the steel coaming plate to seal the floating floor
Outer rim.
In a preferred approach, the place includes behaviour area and buffer area, and the behaviour area is standard basketball movement area, institute
State the region that buffer area is the behaviour area outer to the interior edge of the shielded frame.
Compared with prior art, the invention has the following advantages: semi-submersible type accommodation platform sports ground of the invention, if
It sets on the deckhead of table top, shielded frame structure and design solve self-strength, prevent from ball flying out, preventing personnel from rushing
Out with long service life the problems such as.The realization of semi-submersible type accommodation platform sports ground of the invention is easy to operate, Yi Shixian, structure letter
Single, manufacturing cost is low.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the present embodiment sports ground.
Fig. 2 is the side structure schematic diagram of the present embodiment shielded frame.
Fig. 3 is the partial enlarged view in the portion A in Fig. 2.
Fig. 4 is the partial enlarged view in the portion B in Fig. 2.
Fig. 5 is the partial enlarged view in the portion C in Fig. 2.
Fig. 6 is the top structure schematic diagram of the present embodiment shielded frame.
Fig. 7 is the attachment structure schematic diagram of eye plate and protection mesh plate on the present embodiment deck.
Fig. 8 is the attachment structure schematic diagram of the present embodiment shielded frame top wire rope and protective net.
Fig. 9 is the attachment structure schematic diagram of the present embodiment column and wirerope.
Figure 10 is the present embodiment column stress diagram.
Figure 11 is the structural schematic diagram of the present embodiment floating floor.
Figure 12 is the present embodiment floating floor marginal texture schematic diagram.
The reference numerals are as follows: 1, deckhead；2, place；21, behaviour area；22, buffer area；23, floating bottom plate；231,
Epoxy resin primary deck covering；232, mineral wool floating floor；233, aluminium alloy plate；234, damping paint；24, steel encloses
Plate；25, the filler of pitch and stone mixing；31, pillar；311, seal cover board；32, wirerope；33, rectangle protective net；
331, metal tube is reinforced；4, eye plate；5, stainless steel binding strap；61, bolt；62, nut；7, three square ring.
Specific embodiment
The exemplary embodiment for embodying feature of present invention and advantage will describe in detail in the following description.It should be understood that
The present invention can have various variations in different embodiments, neither depart from the scope of the present invention, and theory therein
Bright and diagram inherently is illustrated as being used, rather than to limit the present invention.
The present invention is described in further detail with reference to the accompanying drawings and examples.
As shown in Figures 1 to 12, the semi-submersible type accommodation platform sports ground of the present embodiment, on the deckhead 1 of platform, packet
It includes the place 2 being rectangle and is set to the shielded frame of 2 periphery of place.
Place 2 includes behaviour area 21 and buffer area 22, and behaviour area 21 is standard basketball movement area, and buffer area 22 is behaviour area
The region on 21 outers to the interior edge of shielded frame.
The shielded frame of the present embodiment includes: pillar 31, wirerope 32 and rectangle protective net 33 interconnected.
Pillar 31 corresponds on the corner location and four edges in place 2 and vertically arranged；Wherein, on every two relative edge
Pillar 31 is correspondingly arranged.In the present embodiment, pillar 31 is seamless steel pipe, and intensity is high, is able to bear own wt, wind load, acceleration
Degree and the load passed over from rectangle protective net 33 and wirerope 32.More preferably, the top of pillar 31 is additionally provided with sealing
Cover board 311 prevents column inner inlet, as shown in Figure 9.
As shown in fig. 6, wirerope 32 is set to the top of sports ground in length and breadth, multiple squares will be divided at the top of sports ground
Shape region.One end of wirerope 32 is connected with 31 top of pillar in 2 a line of place, on the other end and 2 relative edge of place
Corresponding 31 top of pillar is connected.Rectangle protective net 33 is set between each adjacent two pillar 31 and the top of sports ground
In each rectangular area.
In order to mitigate weight, high-tensile steel wires of the wirerope 32 using minimum anti-intensity 1960MPa, steel core, surface uses A
Grade is zinc-plated, to extend its service life.
Rectangle protective net 33 is made of magnesium alloy materials in the present embodiment, and magnesium alloy materials are light-weight, deflection when stress
Greatly, so that the available release of stress, avoids personnel when bumping against rectangle protective net 33 by biggish injury.
In actual use, rectangle protective net 33 can also be that aluminium alloy or magnesium alloy gold etc. are corrosion-resistant and density is small
Material is made, herein without limitation.
Further, the edge of rectangle protective net 33, which is equipped with, reinforces metal tube 331, reinforces metal tube 331 and rectangle protects
It welds at the edge of net 33.
Wherein, the position that pillar 31 is connected with rectangle protective net 33 is fixedly connected by matching for eye plate 4, per adjacent
33 lower edge of rectangle protective net and 2 edge floor of place corresponding with its lower edge between two pillars 31 pass through eye plate 4
It matches and is fixedly connected.
In the present embodiment, in order to facilitate the interconnection of pillar 31, wirerope 32 and rectangle protective net 33.Such as Fig. 3 institute
Show, an eye plate 4 is set at a certain distance in pillar 31, it is corresponding with the eye plate 4 on rectangle protective net 33, using 61 He of bolt
Pillar 31 and rectangle protective net 33 are connected with each other by nut 62.
In order to connect rectangle protective net 33 with deck, as shown in figure 5 and figure 7, also weld at a certain distance above deck
An eye plate 4 is connect, is similarly connect using bolt 61 and nut 62 with the eye plate 4 on rectangle protective net 33.
As shown in figure 8, can not weld eye plate 4 thereon due to being connected at the top of sports ground using wirerope 32, therefore, push up
The position that portion's rectangle protective net 33 is connected with wirerope 32 is connected by stainless steel binding strap 5.Stainless steel binding strap 5 passes through rectangle
4 through-hole of eye plate on protective net 33, and around being bound after wirerope 32, to realize wirerope 32 and rectangle protective net 33
The fixation of connected position.
As shown in figure 9, the connection between wirerope 32 and pillar 31 for convenience, sets eye plate 4, steel wire at the top of pillar 31
The end of rope 32 is connected using three square rings 7.Specifically, wirerope 32 includes two ends and the steel being set between two ends
Cord ontology.The end of wirerope 32 passes through wraparound after the eye plate 4 at the top of pillar 31, and is locked by three square rings 7 in wirerope master
On body.
In the present embodiment, the eye plate 4 on rectangle protective net 33 is all set in the reinforcing metal tube 331 of rectangle protective net 33
On.
More preferably, soft material, rectangle protective net are enclosed with from the pillar 31 in the range of at least two meters of 2 or more place
It is enclosed with nylon wire on 33, is collided when personnel move to the safety of pillar 31 and rectangle protective net 33 with protection.
Since the vibration and noise frequency that the activity of personnel is generated with slap basketball are lower, in the place of the present embodiment 2
Surface is equipped with floating floor 23, and floating floor 23 selects the preferable material of centering low-frequency vibration absorptance, and behaviour area 21 is gentle
The floating floor height for rushing area 22 is consistent.Floating bottom plate 23 includes: epoxy resin primary deck covering 231, glass from bottom to top
Glass cotton floating floor 232, thick aluminium alloy plate 233 and damping paint 234, the floating bottom plate 23 absorb in low-frequency vibration effect it is good,
Avoid under open-air atmosphere using cement material and caused by easy to crack, latex problem easy to aging.In addition, epoxy resin first
Plate base dressing 231 can preferably be connect with steel deck.
Wherein, epoxy resin primary deck covering 231 at least by epoxy resin, expanded perlite, quartz sand and is consolidated
It is laid after agent mixing, quality is hard after curing molding, acid-alkali-corrosive-resisting and electrical insulating property extremely strong with the cohesive force on deck
It is good, there is wear-resisting, fire resisting, anti-skidding and antifreeze etc. benefits to be therefore extremely suitable for use in the sports ground of semi-submersible type accommodation platform.
Mineral wool floating floor 232 can achieve the purpose of vibration damping and sound insulation.The reason is that microglass fiber has with thickness
Degree increases, the characteristics of middle low frequency absorption coefficient increases significantly, so as thicker as possible, still, in order to keep on deck
Adjacent room height is kept quite, so again cannot be too high.Floating floor 23 is become two layers of different bulk density by the present embodiment
Floating floor both ensure that in this way to be folded together with using the mineral wool of different bulk density, forms the form that bulk density is gradually increased, can
To obtain bigger sound absorption effect.
More preferably, in order to make floating floor 232 have better intensity, the present embodiment uses again in floating floor 232
Certain thickness aluminium alloy plate 233.Epoxy resin primary deck covering is wherein used between aluminium alloy plate 233 and floating floor
231, play the role of different medium connection.Aluminium alloy plate 233 have quality it is lighter than steel plate, intensity again with the comparable spy of steel plate
Property.Meanwhile aluminium alloy plate 233 can play the role of waterproof and anti-ultraviolet aging to nonmetallic damping material above again.
The damping paint 234 of 232 top layer of floating floor has preferable antiwear characteristic, can make personnel on basketball court
There is relatively good feel when movement, that is, plays the role of moving comfort, also function to vibration damping, noise isolating sound and wear-resisting effect.
Further, the outer rim of floating floor 23, the i.e. outer rim of buffer area 22 are equipped with consistent with 23 height of floating floor
Steel coaming plate 24 is equipped with the filler 25 that pitch and stone mix between floating floor 23 and steel coaming plate 24, floating to seal
The outer rim on dynamic floor 23, the filler 25 mixed using pitch and stone are played the role of sealing, also provide biggish stretch
Contracting space.
Eye plate 4 in the present embodiment is cut using the higher high-strength steel sheet of yield strength, is provided conveniently for welding.
Fastener bolt 61 generallys use the hexagon-headed bolt of GB/T 5782-2000 standard, and 8.8 grades of performance rate, surface galvanizing,
A grades or B grades of product hierarchy.The hex nut of the use GT/T6170-2000 standard of nut 62 of cooperation, 8 grades of performance rate, surface
Galvanizing, A grades or B grades of product hierarchy.
Stability and following life since sports ground of the invention is set on the deckhead of table top, to platform
The structural strength and Weight control in area all have a certain impact, firmer in structure need compared with the sports ground of land, and
The selection of material should be light as far as possible.Next, illustrating the structure and choosing of its sports ground by taking Semi-submersible type hoisting accommodation platform as an example
Material:
As shown in Figure 1, the deckhead space of Semi-submersible type hoisting accommodation platform is limited, it is clear that be unable to satisfy the ruler in football pitch
Very little requirement, so football pitch is only used as the function of auxiliary leisure and body-building, not for the purpose of match.But it can satisfy standard basket
The specification in court, the size of standard basketball court should be long 28m, wide 15m from edge amount in sideline.The sideline of basketball court is wide
0.30m, so the outside dimensions in basketball court sideline is long 28.6m, wide 15.6m, i.e. the region is behaviour area.From the side of basketball court
Line is also referred to as buffer area apart from gallery or remaining barrier at least 2.0m, this region outward, with prevent movement when cannot and
When stop and knock barrier.Therefore, basketball court protective net is designed and sized to long 32.6m, wide 19.6m.Top barrier
Height is at least 7m, considers the appropriate deflection in the middle part of top protection net, and the height of top protection net is designed as 7.5m.In addition,
The platform basketball court is on deck of 46.15 meters from baseline, deposits 15.75 meters of drinking water certainly, that is to say, that the basketball court rectangle is anti-
The distance from bottom water surface of protective net is 30.4 meters.
Since platform space is limited, there is equipment on the angle of basketball court buffer area, therefore, shielded frame need equipment every
From the outside for arriving protective net.At this point, the buffer area in the region is not able to satisfy the security requirement of players actually, so needing
It effectively to be protected in the region.The safeguard procedures first is that: wrap soft nonmetallic materials on column, height is not low
In 2.0 meters, to adapt to the height of European personnel；Safeguard procedures second is that: about 2.0 meters of height on the inside of rectangle protective net in the position
Nylon wire is wrapped up in range.
When the sports ground is used as football pitch, shielded frame equally plays the protective action to football, and also to personnel
Buffer function is played, to prevent injury to personnel.In order to which the goal of goal is arranged, set on one end column of the shielded frame along long side
Lifting lug is set, is connected using bolt with rod-like structure, and hang nylon wire in rod-like structure, goal is used as.Not as football pitch
When, rod-like structure and nylon wire can be removed.
Pillar corresponds on the four edges in place when being arranged, and about 3 meters of the distance at interval, totally 34 pillars；Each rectangle is anti-
The size of protective net is 3.0m wide, high 7.5m.One eye plate is set at a certain distance on pillar, with the eye plate on rectangle protective net
It is corresponding.
The platform sports ground needs to reach the requirement of anti-own wt, wind load resistance and anti-acceleration, wirerope, column
And the specification of rectangle protective net determine it is particularly important, specifically:
1, wirerope
The quality of top surface protective net: 2kg/m2 × (32.6m × 19.6m)=1.278ton, 32.6m and 19.6m points in formula
Not Wei basketball court length and width.Top surface protective net is connected by 34 root posts of wirerope, is not including wirerope own wt
In the case of, every pillar it is average by vertical force: 1.278 × (9.81+2.47)/34=0.462kN.Pretightning force is set as
1.0kN。
Select 6 × 7+IWS of model for steel according to GB8918-2006 wirerope national standard according to safety coefficient 4.5
Cord, wire rope core are steel strand core, and diameter 8mm, tensile strength 1960MPa, minimum Fracture Force is 45kN, and Approximation Quality is
24.8kg/100m。
Gross mass=24.8kg/100m of top surface wirerope and protective net × (19.6m × 12+32.6m × 3)+1278kg
=1360kg=1.36ton.
The vertical endurance of every pillar (considers wire rope weight) are as follows: Fv=1.36ton × (9.81+2.47)/34+
0.462=0.95kN.
Every pillar horizontal force is on quadrangle
2, column:
Each section stress condition calculations list is obtained according to above-mentioned Given information, selecting API standard, (API is american petroleum association
The abbreviation of meeting (American Petroleum Institute)) seamless steel pipe, for standard round steel pipe as pillar, specification is outer
Diameter D=114.3mm, wall thickness t=6.0mm, material rate are API 5L X52, minimum yield strength σs=360MPa.
3, rectangle protective net
In the shielded frame, pillar and wirerope are as main load-carrying member, and rectangle protective net is as standard component, it is not necessary to
It is calculated.The load that pillar is born has: vertical acceleration generates power F1, wind load F2, generates from semisubmersible platform inclination
The power F4 that power F3, semisubmersible platform horizontal acceleration ah are generated.The quality of pillar is denoted as mp, and front face area is denoted as Ap, wind pressure note
For Pp；The quality of two intercolumniation wirerope 1 is denoted as m1 along its length, and front face area is denoted as A1, and wind pressure is denoted as P1；Along width side
To the quality of wirerope 2 be denoted as m2, front face area is denoted as A2, and wind pressure is denoted as P2；The quality of vertical protective net is denoted as mn, windward
Area is denoted as An, and wind pressure is denoted as Pn；The quality of top surface protective net is denoted as mt；The maximum tilt angle of platform is denoted as θ；Gravity accelerates
Degree is denoted as g0, it is worth for 9.81m/s2.For convenience of calculation, indicates various load in table form below, be shown in Table one.
One each section stress condition calculations list of table
The power of each section is applied on column, the stress condition of column is then calculated using software, obtains maximum
Moment of flexure and shearing, so that it may check the intensity of pillar.Stress condition is as shown in Figure 10.
Similarly, the determination of the structure and material of floating floor is also particularly important.
Either football or basketball can all have low-frequency vibration effect to floor, and the floor is deck roof
Deck, ability to bear is smaller compared with land, and therefore, the weight of the floating floor need to be estimated.Specifically, up and down altogether
20mm thickness epoxy resin primary deck covering, total volume 12.7792m3, density 2100km/m3, gross weight is
26836kg；25mm thickness bulk density is 96kg/m3Mineral wool floating floor, volume 15.974m3, total weight 1534kg；25mm
Thick bulk density is 112kg/m3Mineral wool floating floor, volume 15.974m3, total weight 1789kg；1mm thickness aluminium alloy plate,
Volume is 0.63896m3, density 2700km/m3, gross weight 1725kg；3mm thickness damping-constraining coating, volume are
1.91688m3, density 1033km/m3, gross weight 1980kg, wherein damping layer is 1mm, restraint layer 2mm.Total total weight
For 33864kg, every square metre of 53kg/m is converted into2, far smaller than than the design deck loads 640kg/m of steel deck2。
Semi-submersible type accommodation platform sports ground of the invention, is arranged on the deckhead of table top, shielded frame structure and sets
Meter solves self-strength, prevents from ball flying out, preventing personnel from going out and the problems such as long service life.The floating that place uses
Floor is solved with the difference in height of adjacent room in allowed limits, is unlikely to improve door sill height, corrosion-resistant, UV resistance
The problem of line, long service life and vibration damping, noise isolating sound etc. one arranges.The realization of semi-submersible type accommodation platform sports ground of the invention is easy
Operation, Yi Shixian, structure is simple, and manufacturing cost is low.
Although describing the present invention with reference to the above exemplary embodiment, it is to be understood that, term used be explanation and
Term exemplary, and not restrictive.Due to the present invention can be embodied in a variety of forms without departing from invention spirit or
Essence, it should therefore be appreciated that above embodiment is not limited to any of the foregoing details, and should be defined by the appended claims
The whole change and modification widely explained, therefore fallen into claim or its equivalent scope in spirit and scope all should be with
Attached claim is covered.
Claims (9)
1. a kind of semi-submersible type accommodation platform sports ground including the place being rectangle and is set on the deckhead of platform
The shielded frame of place periphery；It is characterized in that, the shielded frame includes:
Pillar corresponds on the corner location and four edges in place and vertically arranged；Wherein, the pillar on every two relative edge
It is correspondingly arranged；
Wirerope is set to the top of sports ground in length and breadth, and multiple rectangular areas will be divided at the top of sports ground；The steel wire
One end of rope is connected with the pillar top in a line of place, the other end and the corresponding pillar top phase on the relative edge of place
Even；
Rectangle protective net, be set between each adjacent two pillar and each rectangular area in the top of sports ground in；
Wherein, the position that the pillar is connected with the rectangle protective net is fixedly connected by matching for eye plate, the steel
The position that cord is connected with the rectangle protective net is mutually permanently connected by multiple stainless steel binding straps；
The place surface is equipped with floating floor, and the floating floor includes: that epoxy resin deck base applies from bottom to top
Material, mineral wool floating floor, thick aluminium alloy plate and damping paint.
2. semi-submersible type accommodation platform sports ground as described in claim 1, which is characterized in that the square between each adjacent two pillar
Shape protective net lower edge and place corresponding with its lower edge edge floor are fixedly connected by matching for eye plate.
3. semi-submersible type accommodation platform sports ground as described in claim 1, which is characterized in that the edge of the rectangle protective net is set
There is reinforcing metal tube, the eye plate of the rectangle protective net is set on the reinforcing metal tube.
4. semi-submersible type accommodation platform sports ground as described in claim 1, which is characterized in that the rectangle protective net is magnesium conjunction
Gold, aluminium alloy or magnesium-aluminium alloy material are made, and the pillar is seamless steel pipe.
5. semi-submersible type accommodation platform sports ground as described in claim 1, which is characterized in that the post top portion is equipped with eye plate；
The wirerope includes two ends and the steel wire rope body that is set between described two ends；
The wraparound after the eye plate of the post top portion of the end of the wirerope, and locked by three square rings in the wirerope sheet
On body.
6. semi-submersible type accommodation platform sports ground as described in claim 1, which is characterized in that at least two meters of the model from more than place
It is enclosed with soft material on the pillar in enclosing, is enclosed with nylon wire on the rectangle protective net.
7. semi-submersible type accommodation platform sports ground as described in claim 1, which is characterized in that the epoxy resin deck base
Dressing after the mixing of epoxy resin, expanded perlite, quartz sand and curing agent at least by laying.
8. semi-submersible type accommodation platform sports ground as described in claim 1, which is characterized in that the outer rim of the floating floor is equipped with
With the consistent steel coaming plate of the floating floor height, pitch and stone are equipped between the floating floor and the steel coaming plate
The filler of son mixing, to seal the outer rim of the floating floor.
9. semi-submersible type accommodation platform sports ground as described in claim 1, which is characterized in that the place includes that behaviour area is gentle
Area is rushed, the behaviour area is standard basketball movement area, and the buffer area is in the behaviour area outer to the shielded frame
The region on edge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610727321.0A CN107773972B (en) | 2016-08-26 | 2016-08-26 | Semi-submersible type accommodation platform sports ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610727321.0A CN107773972B (en) | 2016-08-26 | 2016-08-26 | Semi-submersible type accommodation platform sports ground |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107773972A CN107773972A (en) | 2018-03-09 |
| CN107773972B true CN107773972B (en) | 2019-11-15 |
Family
ID=61438752
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610727321.0A Active CN107773972B (en) | 2016-08-26 | 2016-08-26 | Semi-submersible type accommodation platform sports ground |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107773972B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2002044018A1 (en) * | 2000-11-28 | 2002-06-06 | Di Bonito Motorcycles Srl | Floating platform for ball games |
| CN202783718U (en) * | 2012-02-15 | 2013-03-13 | 鄢蜀辉 | Waterborne kart sports ground |
| CN104740865A (en) * | 2013-12-25 | 2015-07-01 | 刘永宏 | Sport field |
| CN204996090U (en) * | 2015-09-29 | 2016-01-27 | 河北绿杏健身器材科技有限公司 | Cage type football field |
| EP2356020B1 (en) * | 2008-08-08 | 2016-03-30 | Madea Concept | Device for artificially recreate gliding watersport |
| CN205360516U (en) * | 2016-01-05 | 2016-07-06 | 北京普力司达体育设施工程有限公司 | Can assemble into fender that encloses in cage football court fast |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203666907U (en) * | 2013-12-27 | 2014-06-25 | 福建省马尾造船股份有限公司 | Cabin noise reduction floor |
-
2016
- 2016-08-26 CN CN201610727321.0A patent/CN107773972B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2002044018A1 (en) * | 2000-11-28 | 2002-06-06 | Di Bonito Motorcycles Srl | Floating platform for ball games |
| EP2356020B1 (en) * | 2008-08-08 | 2016-03-30 | Madea Concept | Device for artificially recreate gliding watersport |
| CN202783718U (en) * | 2012-02-15 | 2013-03-13 | 鄢蜀辉 | Waterborne kart sports ground |
| CN104740865A (en) * | 2013-12-25 | 2015-07-01 | 刘永宏 | Sport field |
| CN204996090U (en) * | 2015-09-29 | 2016-01-27 | 河北绿杏健身器材科技有限公司 | Cage type football field |
| CN205360516U (en) * | 2016-01-05 | 2016-07-06 | 北京普力司达体育设施工程有限公司 | Can assemble into fender that encloses in cage football court fast |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107773972A (en) | 2018-03-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US9683342B2 (en) | Single net capture marine barrier system | |
| RU2680232C2 (en) | Buoyant structure | |
| CN204507189U (en) | A kind of springboard peculiar to vessel | |
| CN107539434A (en) | Offshore wind turbine and its floatation type basis | |
| CN107604808A (en) | Bridge pier with the anti-collision body in inclined-plane | |
| KR20160132349A (en) | Manufacturing of the ship corresponding to the ship and the par Bull jet capital of lifesaving entanglement preventing | |
| CN204560627U (en) | Can be risen and fallen the hybrid wind wave resistance steel frame net cage be connected with buoyancy post dissipation energy hinge | |
| CN107773972B (en) | Semi-submersible type accommodation platform sports ground | |
| CN203904823U (en) | Pier anti-collision board | |
| CN101161544B (en) | Shock absorbing floating fender | |
| CN203755207U (en) | Floating flexible steel composite material bridge anti-collision structure | |
| CN205474801U (en) | From floating bridge protection device | |
| CN104527934B (en) | Flexible catenary cover plate type liquid tank wash device | |
| CN207553345U (en) | A kind of achievable skyscraper isolation structure | |
| CN203439484U (en) | Nonmetal anti-explosion container | |
| CN109361339A (en) | Photovoltaic system waterborne and its method of structuring the formation | |
| CN205403627U (en) | Wire net protector | |
| CN207210943U (en) | Bridge pier with the anti-collision body in inclined-plane | |
| CN106545613B (en) | Glass fiber reinforced plastics composite material Buoyant Raft Shock-resistant System and its processing method | |
| CN203904891U (en) | Passive anti-collision pier guard board | |
| KR101559409B1 (en) | Method for calculating equipment number of semi-submersible drilling rig and method for deciding size of anchoring device using the equipment number | |
| US8132986B2 (en) | Water ballasted wave attenuator | |
| CN105197204A (en) | Portable multifunctional life line | |
| KR101150741B1 (en) | A Door Cell which is installed in outer wall of double hull ship | |
| JP2013063753A (en) | Container for tsunami shelter |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |