CN109537983A - Air dome with emergency support, its emergency support and anti-collapse method - Google Patents
Air dome with emergency support, its emergency support and anti-collapse method Download PDFInfo
- Publication number
- CN109537983A CN109537983A CN201811456399.9A CN201811456399A CN109537983A CN 109537983 A CN109537983 A CN 109537983A CN 201811456399 A CN201811456399 A CN 201811456399A CN 109537983 A CN109537983 A CN 109537983A
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- Prior art keywords
- emergency support
- air dome
- support
- air
- inflator module
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H15/00—Tents or canopies, in general
- E04H15/20—Tents or canopies, in general inflatable, e.g. shaped, strengthened or supported by fluid pressure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H15/00—Tents or canopies, in general
- E04H15/32—Parts, components, construction details, accessories, interior equipment, specially adapted for tents, e.g. guy-line equipment, skirts, thresholds
- E04H15/34—Supporting means, e.g. frames
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H15/00—Tents or canopies, in general
- E04H15/20—Tents or canopies, in general inflatable, e.g. shaped, strengthened or supported by fluid pressure
- E04H2015/202—Tents or canopies, in general inflatable, e.g. shaped, strengthened or supported by fluid pressure with inflatable panels, without inflatable tubular framework
- E04H2015/203—Tents or canopies, in general inflatable, e.g. shaped, strengthened or supported by fluid pressure with inflatable panels, without inflatable tubular framework supported by a non-inflatable structure or framework
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Tents Or Canopies (AREA)
Abstract
The present invention provides a kind of air dome with emergency support, its emergency support and anti-collapse method.The air dome includes inflator module, and the emergency support below inflator module.Inflator module include lateral arrangement and both ends and ground face contact it is more than two across air column and be longitudinally arranged and and the two across air column interconnection more than one longitudinal air column.Emergency support includes the supporting beam of lateral arrangement and the supporting purlin that is longitudinally arranged and supporting beam connects together.The air dome with emergency support is able to solve air dome prevents air dome from collapsing, damaging completely to personnel in air dome in inflatable structure load failure (gas leakage, load excessive etc. reasons cause), simultaneously the air dome light weight with emergency support, build fast, be very suitable to the use of the fast construction on athletic ground and safety.
Description
Technical field
The present invention relates to sports apparatus technical field more particularly to a kind of inflations with emergency support for athletic ground
Tent, for air dome emergency support and prevent air dome collapse method.
Background technique
In the prior art, inflatable field is disclosed in patent CN201510035005 and patent CN201620013331
The construction on ground.However, two kinds of places in above-mentioned patent are big with place gap with the movement in common buildings, it is unable to satisfy movement
The daylighting in place, ventilation and warming etc. demand.
In addition, using continuous charge mode, that is, being used as in the place built in patent CN201510035005
In the process, charger is kept on all lasting inflation.If used for a long time, unnecessary power wastage is caused, and
It is unfavorable for safeguarding.Once charger failure or power failure, the place entirely built will Collapse Deformation, stability and it is durable can
It is poor with property.
My house journal CN 207805002U, which is disclosed, rapidly builds that independence, daylighting is good, stability is good, it is logical to meet
The method of the sports center of wind and warming demand gas mould (Inflated model, also referred to as gas mould tent or air dome), but fill
There are material aging gas leakage, artificial destruction gas leakage, heavy snow be collapsed air domes etc. in prolonged operation for gas tent sports ground
Situation, once these situations occur, air dome will collapse completely, form injury to the personnel in air dome.
Therefore, how to be prevented to inflation when air dome is because of material aging gas leakage, artificial destruction gas leakage, heavy snow be collapsed
Personnel form injury in tent, are the air dome urgent problems of athletic ground purposes.
Meanwhile rigid emergency support knot is built using steel frame, truss frame (truss) etc. although also having in the prior art
Structure, but on the whole, the various steel frame weight used in above-mentioned technology are big, need to build biggish base with mixed mud
Plinth, build it is relatively slow, and the stability of truss structure itself is poor, load is poor, be used for a long time security risk it is big, so these are not
It is suitble to the use of the fast construction on athletic ground and safety.
In the rigid frame construction of existing fast construction, technology maturation mainly has truss, and steel knot also can be used
Framework, but steel frame weight is big, need to be built biggish basis with mixed mud, build it is relatively slow.
Truss appearance is as shown in Figure 1, can be it is seen in fig. 1, that the light structure, build quickly, but truss structure sheet
The stability of body is poor, load is poor, it is big that security risk is used for a long time.Specifically, vertical truss, four horizontal truss there are four, four
A horizontal truss connects into square, can go up and down on vertical truss.Structure as one side greatly facilitates on ground
The equipment such as shot-light can be fixed on horizontal truss by upper operation, required for being again integrally raised to horizontal truss after fixing
Highly；Exactly because the stability that on the other hand such lifting structure causes truss structure is poor, load is poor.
Summary of the invention
In view of the above problem in the prior art, for solve above-mentioned these problems whole or at least one, propose this
Invention.Specifically, the present invention provides one kind be able to solve air dome inflatable structure load failure (gas leakage, load are excessive
Etc. reasons cause) in the case of product (the i.e. band safety that prevents air dome from collapsing completely, personnel in air dome are damaged
The air dome of bracket) and method (prevent air dome collapse method (for example, the side for preventing air dome from surprisingly collapsing
Method)), while the air dome light weight with emergency support, building fast, it is very suitable to the fast construction and safety on athletic ground
Use.
The present invention provides a kind of air dome with emergency support for athletic ground, concrete thoughts of the invention
It is to place that an independence, self structure is stable, load is good, builds quickly rigid emergency support inside air dome；Inflation
Tent can be connect with emergency support by velcro, frenulum, wirerope or other modes, can also be not connected to.Further,
The emergency support length is less than or equal to air dome length, but the one third of typically no less than air dome length；Peace
The width of full bracket is less than or equal to air dome width, but typically no less than on athletic ground personnel activity region width
Degree；The height of emergency support is less than or equal to air dome height, but typically no less than required by sports events itself
Spatial altitude.
According to an aspect of the present invention, a kind of air dome with emergency support for athletic ground is provided, it is described
Air dome includes inflator module, and the emergency support below inflator module, wherein the inflator module includes laterally
Arrangement and both ends and the more than two of ground face contact across air column and are longitudinally arranged and intersect company across air column with the two
The more than one longitudinal air column connect, and it is described two above in air column and one above longitudinal air column
At least part gas connection each other, wherein the emergency support includes the supporting beam of lateral arrangement and is longitudinally arranged and will branch
The supporting purlin that support beam connects together.
It is each in the length of emergency support, width and height, it is respectively smaller than the length equal to inflator module, width and height
It is each in degree.
Inflator module is by an inflation monomer or more than one inflation monomer composition, wherein in inflator module by being more than
The case where one inflation monomer composition, more than one inflation monomer Side by side groupings become the inflator module.
Air dome further includes tent covering, wherein the tent covering is located on the outside of inflator module air column and/or inflation
On the inside of module air column.
Shape of the inflator module of air dome when the side on direction is watched is herringbone, arch, lancet
Any one in shape, polygon, shape of the emergency support of the air dome when the side on direction is watched are
Herringbone, arch, pointed arch, any one in polygon.
At least part of inflator module is closely bonded with the emergency support.
Also it can have certain distance between the inflator module and the emergency support without being bonded.
Emergency support further include: flanking support structures are arranged in two end sides of the emergency support, to enhance safety support
The mode of the load ability of frame supports.
The flanking support structures include at least one of support column and connecting column, wherein the top of the support column
It is connected to supporting beam, bottom is connected to the ground on athletic ground, also, the ground on the connecting column and athletic ground is set in parallel
Set, with connect the supporting beam in the two o'clock on direction.
The support column and the connecting column of the flanking support structures are formed integrally with each other or are discretely formed.
Emergency support further include: pedestal can be removably secured the ground for being installed on athletic ground, and with removable
Unload the fixed supporting beam of mode.
Emergency support further include: pedestal can be removably secured the ground for being installed on athletic ground, and with removable
Unload the fixed supporting beam of mode and/or support column.
Emergency support further include: pairs of diagonal brace, the pairs of diagonal brace are arranged in the emergency support intersected with each otherly
Adjacent supporting beam between, wherein one end of diagonal brace is connected to the vertical section of supporting beam, and the other end is connected to pedestal.
Emergency support further includes top surface wirerope, which is connected to the section that supporting beam is intersected with purlin intersected with each otherly
Point on.
In the case that shape when the emergency support of air dome is watched in a longitudinal direction is herringbone, the emergency support
Top angle range be 120 ° -156 °.
According to another aspect of the present invention, a kind of emergency support for air dome is provided, which is characterized in that described
Emergency support includes the supporting beam of lateral arrangement and is longitudinally arranged and by supporting purlin that supporting beam connects together and support is filled
At least part of gas tent, wherein both the emergency support and the air dome are independent of one another.
According to another aspect of the present invention, a kind of method for preventing air dome from collapsing is provided, under the air dome
Side has emergency support, and the emergency support includes the supporting beam of lateral arrangement and is longitudinally arranged and supporting beam connects together
Supporting purlin, to constitute emergency support, the air dome includes inflator module, wherein the emergency support is located at inflating mold
At least part of block lower section and support and inflation module, wherein the method for preventing air dome from collapsing includes that arrangement is safe
The step of bracket and the step being placed on inflator module on emergency support, wherein the emergency support and the inflator module
The two is independent of one another.
To sum up, compared with prior art, it solves air dome the beneficial effects of the present invention are the present invention to tie in inflation
The problem of preventing air dome from collapsing, damaging completely to personnel in air dome under structure load failure conditions:
1) safety precaution of emergency case: when due to material aging gas leakage, artificial destruction gas leakage, the support gas of air dome
Column is no longer able to load, and air dome will collapse on the ground completely, injury is formed to the personnel in air dome, in this feelings
Under condition, emergency support, which can support air dome, to be unlikely to collapse completely, protects the safety of the personnel in tent；
2) the excessive auxiliary load of air dome external load: in general air dome itself is can to carry to be no more than
The accumulated snow of 2cm, but if accumulated snow is more than 2cm, it is possible to which be collapsed air dome, emergency support can be in this case
Air dome supports, and is unlikely to that air dome is allowed to collapse completely on the ground to personnel's formation injury in air dome.
Detailed description of the invention
It, below will be to required in embodiment description in order to illustrate more clearly of the technical solution in embodiment of the present invention
Attached drawing to be used is briefly described, it should be apparent that, the accompanying drawings in the following description is only more as described in this application
Embodiment without creative efforts, can also be according to this for this field or those of ordinary skill
A little attached drawings obtain other attached drawings (embodiment).
Fig. 1 is the figure of the appearance of truss in the prior art；
Fig. 2A to Fig. 2 C is the figure for schematically showing the emergency support of embodiment according to the present invention；
Fig. 3 A and Fig. 3 B are the figures for schematically showing the air dome with emergency support of embodiment according to the present invention, are filled
Gas module and emergency support are tightly combined.
Fig. 4 is the partial bottom view for schematically showing the air dome with emergency support of embodiment according to the present invention,
Inflator module and emergency support have certain distance.
Fig. 5 is the birds-eye view (top for schematically showing the air dome with emergency support of embodiment according to the present invention
Air dome covering partly cut-away).
Description of symbols:
1, with the air dome of emergency support；
10, emergency support；11, supporting beam；12, supporting purlin；
13, flanking support structures；131, support column；132, connecting column；14, pedestal；
15, diagonal brace；151, diagonal brace lower fulcrum；152, fulcrum on diagonal brace；16, top surface wirerope；
20, inflator module；
U1-U3, inflation monomer
Specific embodiment
Hereinafter describe embodiments of the present invention in detail with reference to the accompanying drawings.It should be appreciated that following embodiments are simultaneously
It is not intended to limit the present invention, also, about the means according to the present invention solved the problems, such as, it is not absolutely required to according to following implementations
The whole combinations for the various aspects that mode describes.For simplicity, to identical structure division or step, identical mark has been used
Note or label, and the description thereof will be omitted.
[air dome with emergency support]
[first embodiment]
[air dome with emergency support according to first embodiment]
The inflation with emergency support of embodiment according to the present invention is described in detail next, with reference to Fig. 2A and Fig. 3 to Fig. 5
The structure of tent 1.
Specifically, the air dome 1 with emergency support of embodiment includes inflator module 20, Yi Jiwei according to the present invention
Emergency support 10 in 20 lower section of inflator module.
Referring to Fig. 3 A and Fig. 3 B, inflator module can be arranged above emergency support 10 in embodiment according to the present invention
20, wherein Fig. 3 A is perspective view, and Fig. 3 B is side view.Inflator module 20 may include lateral arrangement and both ends and ground face contact
It is more than two across air column and be longitudinally arranged and and the two across air column interconnection more than one longitudinal gas
Column, and more than two at least part across air column and in more than one longitudinal air column gas connection each other.Inflation
Module 20 can be by an inflation monomer or more than one inflation monomer composition, as shown in Figure 3A, embodiment of the present invention
Inflator module 20 is formed by three inflation monomer U1-U3, these three inflation monomers can connect air column by the prior art
Mode combine and form inflator module, for example, by using velcro, frenulum, setting connection latch closure etc., but of the invention
The quantity of the inflation monomer of embodiment can be it is one or more, the quantity of the adjustable monomer of those skilled in the art or
The size of each monomer controls the size of air dome.In addition, the inflator module 20 of air dome 1 is in the side on direction
Shape when face is watched can be any one in herringbone, arch, pointed arch, polygon.In the following, will mainly describe to pacify
The structure of full bracket 10, emergency support 10 may include the supporting beam 11 of lateral arrangement and be longitudinally arranged and be connected in supporting beam 11
Supporting purlin 12 together.
It is each in the length of emergency support 10, width and height, can be respectively smaller than the length equal to inflator module 20,
It is each in width and height.
Shown in Fig. 2A, in emergency support 10 according to the present embodiment, supporting beam 11 has three across supporting purlin 12 has
7.But the invention is not restricted to this.Supporting beam of the invention a minimum of two across, supporting purlin at least one；According to actually making
With the size in place, supporting beam can have multispan, and supporting purlin can have multiple.
" as soon as across " as described herein refers to the whole address to the supporting beam of lateral arrangement, several to refer to across supporting beam
Several supporting beams.Here supporting beam can be integrally formed, and be also possible to form and then be assembled into an entirety seperatedly,
Paulin room bracket is usually to assemble.
According to an illustrative embodiment of the invention, emergency support 10 may be integrally formed, and can also form each component
(in the manner as described below) it is assembled.For example, emergency support 10 includes two supporting beams 11 and two supporting purlins 12
Situation, the two supporting beams 11 and two supporting purlins 12 may be integrally formed emergency support 10, the two 11 Hes of supporting beam
Two supporting purlins 12 can also be formed discretely, then be joined together to form emergency support in a manner of grafting or bolt
10.According to an illustrative embodiment of the invention, supporting beam 11 and supporting purlin 12 can be intersected with each other connect, it is preferable that
It connects perpendicular to each other.
In addition, shape of the emergency support 10 of the air dome 1 with emergency support when the side on direction is watched
For any one in herringbone, arch, pointed arch, polygon.To sum up, the side of emergency support 10 and inflator module 20 is seen
Both shapes when seeing can combine.For example, lambdoid emergency support 10, the inflator module 20 of arch, as shown in Figure 4.
The cross sectional shape of emergency support 10 is not particularly limited, as long as can satisfy space needed for athletic ground and fill
The load-bearing requirements of gas tent.
Embodiment according to the present invention, the shape in the side on direction of emergency support 10 are lambdoid feelings
Under condition, which may range from 120 ° -156 °.In the emergency support in the side on direction
Shape be herringbone in the case where, the supporting beam 11 of emergency support 10 can be the herringbone beam being integrally formed, can also be with
It is by the fixed herringbone beam constituted of two cant beams, two root posts grafting and bolt.Preferably, the top angle of herringbone beam is 144
Degree, the i.e. cant beam Yu horizontal sextant angle of herringbone beam are 18 degree.
Embodiment according to the present invention considers from the load effect of air dome, the angle at the top of air dome
Angle is smaller, and the support force of air column structure is bigger.Consider from the safety of emergency support 10, between the cant beam of two, herringbone top
Angle is smaller, and the ability for bearing vertical load is bigger；But the smaller windward side of angle is also bigger, increases the wind load face of structure
Product.So comprehensively considering, top angle is not less than 120 degree.On the other hand, the angle between the cant beam of two, herringbone top is bigger, such as
180 degree is arrived greatly, then is exactly flat-top, at this point, the ability of receiving vertical load is with regard to very poor, this body structure may collapse.So safety
The top angle on the herringbone top of bracket is generally no greater than 156 degree.If it is the football pitch air dome of more large span, the side taken
Formula is to increase by 11 side height of supporting beam to increase the height of overall space, and cannot increase the angle on herringbone top.
Embodiment according to the present invention, emergency support 10 are made of the splice profile of combination of aluminium alloy extrusions or steel aluminium.
For example, emergency support 10 can be made, to mitigate structure overall weight when span is greater than 12 meters of aluminium alloy extrusions.?
When span is less than 12 meters, the profile for the combination that can be spliced using steel aluminium is made, to reduce cost.However, the invention is not limited thereto,
Such as the supporting beam 11 of emergency support 10 can be made of aluminium alloy extrusions, supporting purlin 12 can be spliced combination using steel aluminium
Profile be made.Alternatively, the supporting beam 11 of emergency support 10 can be spliced using steel aluminium, the profile of combination is made, and emergency support
10 supporting purlin 12 can be made of aluminium alloy extrusions.In addition, root different from the above-mentioned prior art described referring to Fig.1
According to present embodiment, preferred emergency support structure of the invention is rigid, and preferentially uses paulin room support configurations.Together
When, the purpose for realizing lightweight, easily building, and meet load bearing demand.
Embodiment according to the present invention, emergency support 10 can bear vertical load and transverse load.Load is with pressure
It is measured for unit, pressure unit KN/m2.As an example, instantiating the pressure values of load under common situations (in an atmospheric pressure
In the case of: 1KN/m2≈102KG/m2).In order to guarantee safety, the load-bearing capacity of emergency support needs to consider according to the present invention
The natural conditions situations such as the own wt of the air dome of embodiment, the snow load of the using area of air dome, wind load.So that
For being Beijing with region:
A, the pressure of air dome own wt: 0.05KN/m2,
B, Beijing carries for 10 years one to the wind are as follows: 0.3KN/m2
C, the 10 years one chance snow loads in Beijing: 0.25KN/m2
To sum up, the load range of the emergency support of embodiment is greater than 0.38KN/m according to the present invention2Range, with protect
Demonstrate,prove safety of the emergency support in the environment of wind and snow met for 10 years one to personnel in air dome.That is, emergency support
10 can bear 0.38KN/m2Vertical load and 0.38KN/m2Transverse load.
Embodiment according to the present invention, emergency support 10 can also include pedestal 14.Paulin room supporting structure of the invention
The characteristics of form is pedestal and structure separation, and pedestal and structure connects using through-hole pin, ensure that structure installation, dismantle it is fast
Speed.Pedestal is fixed on the ground using ballast or expansion bolt or drill rod, and then supporting structure passes through through-hole pin and bottom
Seat connection.
Specifically, pedestal 14 is made of the flange bottom plate for being fixed on ground and the U-shaped seat being fixed thereon.It is U-shaped
Seat can have one or two, and pin joint supporting beam 11 can also open two through-holes on a U-shaped seat, and pin joint supporting beam 11 is excellent
Choosing, in the present embodiment, U-shaped seat can be one, carry out pin joint to supporting beam 11.14 flange bottom plate of pedestal can
It is removedly fixed the ground for being installed on athletic ground, U-shaped seat removably pin joint supporting beam 11.The ground on athletic ground can
To be ground or other planes, the ground on athletic ground be user independently select, the plane in place to be built.
To sum up, the frame air dome 1 with safety support according to the present embodiment as a kind of temporary facility and equipment most
Big advantage and feature be exactly build, convenient disassembly；And rigid emergency support 10 according to the present embodiment is also highly convenient for taking
It builds and dismantles, as described above, the removably pin joint supporting beam 11 of pedestal 14.
In addition, embodiment according to the present invention, the air dome 1 with emergency support further includes tent covering (covering material
Material can press from both sides screen cloth using the PVC of production air column, and screen cloth high temperature melting can be pressed from both sides with PVC by being also possible to the sheaing of PVC knife or other
The material connect is ok), for being covered on the outside of the air column of inflator module 20 or on the inside of the air column of inflator module 20, i.e., tent covers
Skin is located on the outside of inflator module air column and/or on the inside of inflator module air column.
Specifically, on the one hand, if place is bigger, 20 size of inflator module can be made bigger, and tent covering exists
On the outside of air column, emergency support 10 keeps certain distance in the case where meeting movement needs, with air dome.As shown in Figure 4.
On the other hand, space is limited on the spot, then can allow inflator module 20 and rigid emergency support 10 combine compared with
Closely, space is saved.Preferable scheme is that the covering of air dome is inboard in air column, as shown in Figure 5.
Meanwhile rigid emergency support 10 according to the present embodiment is protected as the safety of the air dome 1 with emergency support
Protection structure, self structure is stable, is able to bear inflator module 20 is unable to load at the top of load or inflator module in air column gas leakage
The weight of itself of inflator module or the weight of load are supported when too big.
At least part of the inflator module 20 of embodiment is closely bonded with emergency support 10 according to the present invention.Inflation
Module 20 can also have certain distance without being bonded between the emergency support 10.
[second embodiment]
[according to the air dome with emergency support of second embodiment]
The inflation with emergency support of embodiment according to the present invention is described in detail next, with reference to Fig. 2 B and Fig. 3 to Fig. 5
The structure of tent 1.
The air dome with emergency support of present embodiment is similar to first embodiment, the difference is that safety
The structure of bracket 10.In the following, by the difference of main description present embodiment and first embodiment.Specifically, according to this
The emergency support 10 of the air dome of embodiment can also include flanking support structures 13.The flanking support structures 13 are arranged as
Supporting beam 11 on the outermost side is supported, to increase the load bearing stength of emergency support 10.Flanking support structures 13 may include branch
At least one of dagger 131 and connecting column 132.The top of support column 131 may be coupled to supporting beam, and bottom is connected to bottom
Seat.Connecting column 132 can be set in parallel with the ground on athletic ground, with connect supporting beam 11 in two on direction
Point.The support column 131 and connecting column 132 of flanking support structures 13 can be formed integrally with each other or discretely be formed.
Embodiment according to the present invention, the quantity of support column 131 can be one or more and parallel to each other, connection
The quantity of column 132 can be one or more and parallel to each other.Specifically, the construction of flanking support structures 13 can be wrapped at least
Following several situations: 1. the first situation are included, flanking support structures 13 can be only made of a support column 131, in the situation
Under, the top of support column 131 is preferably supported at the central location of emergency support 10, therefore, the height and safety of support column 131
The maximum height of bracket 10 is identical；2. second situation, emergency support 10 can with only one connecting column 132, in this case,
The horizontal both ends of connecting column 132 are preferably connected to the both ends on direction of emergency support 10, therefore the length of connecting column 132
It spends identical as the maximum span of emergency support 10；3. in the case of the third, emergency support 10 can be by the branch of two parallel arrangements
Dagger 131 and connecting column 132 are constituted, in this case, two support columns 131 by be connected to emergency support 10 across
132 trisection of connecting column at the both ends on direction, to be supported to emergency support 10.However the invention is not limited thereto, at this
In the case of kind, a connecting column can be not connected to the both ends on direction of emergency support 10, but connect emergency support
10 any two points on direction；And other situations, such as the case where multiple support columns 131 and multiple connecting columns 132.Branch
The quantity of dagger 131 and connecting column 132 is without being limited thereto, can in any combination, as long as the load for increasing emergency support can be played
Intensity.For example, including the case where two support columns 131 and two connecting columns 132, the two support columns in emergency support 10
131 and two connecting columns 132 may be integrally formed flanking support structures 13, the two support columns 131 and two connecting columns 132
It can also discretely be formed, then be joined together to form flanking support structures 13 in a manner of grafting or bolt.
As shown in Figure 2 B, the stable structure of the emergency support 10 with flanking support structures 13, is unlikely to deform, either exists
In the case that transverse load or longitudinal loading are applied on emergency support 10, the emergency support 10 with the structure is all not easy to
Deformation, it is highly-safe.To sum up, which can further strengthen stability and load intensity in the structure of emergency support 10,
With preferably in the case where 20 load-carrying construction of inflator module fails support and inflation module 20 itself weight or external load
Weight.
According to the present embodiment, 14 flange bottom plate of pedestal can be removably secured the ground for being installed on athletic ground, with
Removably pin joint supporting beam 11, connecting column 132 and/or support column 131.
[third embodiment]
[according to the air dome with emergency support of third embodiment]
The inflation with emergency support of embodiment according to the present invention is described in detail next, with reference to Fig. 2 C and Fig. 3 to Fig. 5
The structure of tent 1.
The air dome of present embodiment is similar to first embodiment, the difference is that the knot of emergency support 10
Structure.In the following, by the difference of main description present embodiment and first embodiment.Specifically, according to the present embodiment
The emergency support 10 of air dome can also include diagonal brace 15.Specifically, the two supporting beams 11 and two supporting purlins 12 with
And four diagonal braces 15 may be integrally formed emergency support 10, the two supporting beams 11 and two supporting purlins 12 and four are tiltedly
Support 15 can also be formed discretely, then be joined together to form emergency support 10 in a manner of grafting or bolt.
Embodiment according to the present invention, supporting beam 11 and diagonal brace 15 are gradient connections；151 pin joint of diagonal brace lower fulcrum
On pedestal 14, fulcrum 152 is bolted on this section of vertical column of adjacent supporting beam 11 on diagonal brace, preferably
It can be fixed on the top of this section of vertical column of supporting beam 11, be generally fixed to the top half position of column；?
This forms this two diagonal braces and intersects that (this is not must adjacent two across an other diagonal brace 15 is fixed in the same way
Must), also two diagonal braces 15 are installed according to this method in the opposite other side, as shown in Figure 2 C.
Embodiment according to the present invention, supporting beam 11 and pedestal 14 are pin joints, if propped up using diagonal brace 15 as supporting
It is more stable to support beam 11；Preferably, the emergency support of present embodiment uses four diagonal braces 15, and adjacent two are connected across supporting beam 11
It picks up to form a rock-steady structure；Other across supporting beam 11 by purlin 12 and this rock-steady structure formed by diagonal brace 15
Two mid-spans, entire emergency support just more stabilize.According to the size in actual use place, the quantity of diagonal brace is not limited to four
Root can be more than four.
In the present embodiment, U-shaped seat can there are two, respectively pin joint supporting beam 11 lower end and diagonal brace 15 diagonal brace under
Fulcrum 151 can also open two through-holes on a U-shaped seat, respectively under the lower end of pin joint supporting beam 11 and the diagonal brace of diagonal brace 15
Fulcrum 151.
[other embodiments]
The air dome with emergency support of present embodiment is similar to first embodiment, the difference is that safety
The structure of bracket 10.In the following, by the difference of main description present embodiment and first embodiment.Specifically, according to this
The emergency support 10 of the air dome of embodiment can also include top surface wirerope 16, which connects intersected with each otherly
On the node that supporting beam is intersected with purlin.Top surface wirerope can be allowed in the infall of supporting beam and purlin or any position setting
16 cyclic structures passed through, top surface wirerope 16 are arranged across, as shown in Figure 2 C.Top surface wirerope 16 makes the branch of emergency support 10
Support ability is stronger, and emergency support is allowed to support transverse load and longitudinal loading, improves safety and bearing capacity, and push up
The own wt of face wirerope 16 is light, and intensity is big, small in size, install convenient, realizes good load-bearing capacity in simple structure.
To sum up, the air dome with emergency support of the respective embodiments described above is a kind of temporary facility and sets according to the present invention
It is standby, have the characteristics that the advantages of building, convenient disassembly and, correspondingly, the air dome of the respective embodiments described above according to the present invention
Rigid emergency support also have the characteristics that the advantages of building, convenient disassembly and.
Meanwhile safety protection structure of the rigid emergency support as air dome, its own stable structure are able to bear and fill
Gas tent is unable to support the weight of itself of air dome when load is too big at the top of load or air dome in air column gas leakage
Or the weight of load.In addition, emergency support according to the present invention can be used in addition to the inflation of the invention with emergency support
Any inflatable structure or tent structure except tent protect inflatable structure or tent knot to prevent the collapsing under fortuitous event
The safety of personnel in structure.
Movement place of the invention may include basketball court, court, football pitch, tennis court, table tennis court, dry skating
At least one of field, emulation ice stadium, trampoline.
[assembly method of the air dome with emergency support]
Filling with emergency support is described as example the outside of covering the case where using the air column of the air dome in Fig. 5
The assembly method of gas tent.First air dome inflation is put up, air dome is then hung into high 1 meter of left side using means such as cranes
Then emergency support is installed on the right side, emergency support after the installation is completed, then air dome is put down, and such air dome covering can
To be close to emergency support.
Further, it is also possible to other adhesion arrangements are arranged between air dome and emergency support, for example, using velcro,
Frenulum, wirerope or other modes etc. fasten air dome and emergency support, improve safety；But this be not must
Must, inflator module and emergency support can also not have to any bonding.
[method for preventing air dome from surprisingly collapsing]
Of the invention is that thinking is to place that an independence, self structure is stable, load is good, it is fast to build inside air dome
The rigid emergency support of speed, when air dome because the unexpected gas leakage of a variety of causes, load are excessive etc. and lead to the gas as load
When rod structure deformation is even unable to load, this rigid emergency support can support air dome, so that air dome will not
It collapses and personnel is damaged completely on the ground.
Embodiment according to the present invention provides a kind of method for preventing air dome from surprisingly collapsing, particularly provides
A kind of method that unexpected collapsing air dome is supported using emergency support.The emergency support include lateral arrangement supporting beam,
The supporting purlin for being longitudinally arranged and supporting beam connecting together, to constitute emergency support.The air dome includes inflator module.This
In emergency support and inflator module be basically the same as described above, therefore omit the detailed description.
In addition, embodiment according to the present invention, provides a kind of method for preventing air dome from surprisingly collapsing, the safety
Bracket is located at below inflator module and at least part of support and inflation module.That is, placing one inside inflator module
A self structure is stable, load is good, builds quickly rigid emergency support；Inflator module and emergency support can pass through magic
Patch, frenulum, wirerope or other modes connection, can also be not connected to.Further, which is less than or equal to
Inflator module length, but the one third of typically no less than inflator module length；The width of emergency support, which is less than or equal to, to be filled
Gas module width, but typically no less than on athletic ground personnel activity region width；The height of emergency support is less than or waits
In air dome height, but typically no less than spatial altitude required by sports events itself.
The method for preventing air dome from surprisingly collapsing includes the steps that arranging emergency support and places inflator module
Step on emergency support.Both the emergency support and the inflator module are independent of one another.
To sum up, the emergency support for athletic ground of the invention solves load-bearing of the air dome under abnormal condition
Problem:
1) safety precaution of emergency case: when due to material aging gas leakage, artificial destruction gas leakage, the support gas of air dome
Column is no longer able to load, and air dome will collapse on the ground completely, injury is formed to the personnel in air dome, in this feelings
Under condition, emergency support, which can support air dome, to be unlikely to collapse completely, protects the safety of the personnel in tent；
2) the excessive auxiliary load of air dome external load: in general air dome itself is can to carry to be no more than
The accumulated snow of 2cm, but if accumulated snow is more than 2cm, it will be possible to be collapsed air dome, in this case emergency support
Air dome is supported, is unlikely to that air dome is allowed to collapse completely on the ground to personnel's formation injury in air dome.
Good, independence that the present invention also provides safeties, daylighting is good, stability is good, meets ventilation and the movement of warming demand
Place, i.e., with the air dome of emergency support, the air dome is for constructing athletic ground, such as basketball court, court, football
Field, tennis court, table tennis court, roller rink, emulation ice stadium, trampoline etc..
Specifically, embodiment according to the present invention installs the emergency support of a rigidity in air dome, works as inflation
Tent because the unexpected gas leakage of a variety of causes, load are excessive and when the air column malformation as load being caused even to be unable to load,
This rigid emergency support can support air dome, cause to hurt to personnel on the ground so that air dome will not collapse completely
Evil.
Although referring to illustrative embodiments, invention has been described above, above embodiment is only to illustrate
Technical concepts and features of the invention, it is not intended to limit the scope of the present invention.All institutes of Spirit Essence according to the present invention
Any equivalent variations made or modification, should be covered by the protection scope of the present invention.
Claims (16)
1. a kind of air dome with emergency support for athletic ground, the air dome include inflator module, Yi Jiwei
Emergency support below inflator module,
Wherein, the inflator module includes the more than two across air column and vertical of lateral arrangement and both ends and ground face contact
To arrangement and and the two across air column interconnection more than one longitudinal air column, and it is described two above across gas
At least part in column and one above longitudinal air column gas connection each other,
Wherein, the emergency support includes the supporting beam of lateral arrangement and the support purlin that is longitudinally arranged and supporting beam connects together
Item.
2. air dome according to claim 1, wherein it is each in the length of the emergency support, width and height,
It is respectively smaller than equal to each in the length of inflator module, width and height.
3. air dome according to claim 1 or 2, wherein the inflator module is by an inflation monomer or more than one
A inflation monomer composition,
Wherein, the case where inflator module is by more than one inflation monomer composition, more than one inflation monomer Side by side groupings
As the inflator module.
4. air dome according to claim 1 or 2, wherein the air dome further includes tent covering,
Wherein, the tent covering is located on the outside of inflator module air column and/or on the inside of inflator module air column.
5. air dome according to claim 1 or 2, wherein the inflator module of the air dome is on direction
Side viewing when shape be herringbone, arch, pointed arch, any one in polygon,
Also, shape of the emergency support of the air dome when the side on direction is watched is herringbone, arch, point
Any one in crown shape, polygon.
6. air dome according to claim 1 or 2, wherein at least part of the inflator module and the safety
Bracket is closely bonded.
7. air dome according to claim 1 or 2, wherein have between the inflator module and the emergency support
Certain distance is without being bonded.
8. air dome according to claim 1, wherein the emergency support further include:
Flanking support structures are arranged in two end sides of the emergency support, in a manner of the load ability for enhancing emergency support
Support.
9. air dome according to claim 8, wherein the flanking support structures include in support column and connecting column
At least one,
Wherein, supporting beam is connected at the top of the support column, bottom is connected to the ground on athletic ground, and
Wherein, the ground on the connecting column and athletic ground is set in parallel, with connect the supporting beam on direction
Two o'clock.
10. air dome according to claim 1, wherein the emergency support further include:
Pedestal can be removably secured the ground for being installed on athletic ground, and removably fix supporting beam.
11. air dome according to claim 9, wherein the emergency support further include:
Pedestal can be removably secured the ground for being installed on athletic ground, and removably fix supporting beam and/
Or support column.
12. air dome described in 0 or 11 according to claim 1, wherein the emergency support further include:
Pairs of diagonal brace, the pairs of diagonal brace are arranged in intersected with each otherly between the adjacent supporting beam of the emergency support,
Wherein, one end of diagonal brace is connected to the vertical section of supporting beam, and the other end is connected to pedestal.
13. air dome according to claim 1 or 2, wherein the emergency support further includes top surface wirerope, the top surface
Wirerope is connected to intersected with each otherly on the node that supporting beam is intersected with purlin.
14. air dome according to claim 5, wherein the emergency support of the air dome is seen in a longitudinal direction
In the case that shape when seeing is herringbone, the range of the top angle of the emergency support is 120 ° -156 °.
15. a kind of emergency support for air dome, which is characterized in that the emergency support includes the supporting beam of lateral arrangement
With at least part of the supporting purlin and support and inflation tent that are longitudinally arranged and supporting beam connects together,
Wherein, both the emergency support and the air dome are independent of one another.
16. a kind of method for preventing air dome from collapsing, the air dome lower section has emergency support, the emergency support packet
The supporting beam of lateral arrangement and the supporting purlin for being longitudinally arranged and supporting beam connecting together are included, it is described to constitute emergency support
Air dome includes inflator module, wherein the emergency support is located at below inflator module simultaneously at least the one of support and inflation module
Part,
Wherein, the method for preventing air dome from collapsing includes the steps that arranging emergency support and inflator module is placed on peace
Step on full bracket,
Wherein, both the emergency support and the inflator module are independent of one another.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811456399.9A CN109537983A (en) | 2018-11-30 | 2018-11-30 | Air dome with emergency support, its emergency support and anti-collapse method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811456399.9A CN109537983A (en) | 2018-11-30 | 2018-11-30 | Air dome with emergency support, its emergency support and anti-collapse method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109537983A true CN109537983A (en) | 2019-03-29 |
Family
ID=65851570
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811456399.9A Pending CN109537983A (en) | 2018-11-30 | 2018-11-30 | Air dome with emergency support, its emergency support and anti-collapse method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109537983A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111980159A (en) * | 2020-06-17 | 2020-11-24 | 瑞德尔建筑科技（上海）有限公司 | Assembled super large-span aluminum alloy truss building |
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| CN2616607Y (en) * | 2003-05-07 | 2004-05-19 | 卢振法 | Inflatable tent |
| CN2660040Y (en) * | 2003-09-27 | 2004-12-01 | 严辉 | Inflatable tent |
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| CN201874300U (en) * | 2010-11-30 | 2011-06-22 | 秦皇岛市傲森尔装具服装有限公司 | Folding type tent bracket |
| CN205116413U (en) * | 2015-11-17 | 2016-03-30 | 广州新赛尔特篷房技术有限公司 | Covering or awning on a car, boat, etc. room structure |
| CN205475691U (en) * | 2016-03-07 | 2016-08-17 | 温州市东城建筑工程有限公司 | Steel structural framework module and add builder's temporary shed thereof |
| CN207673111U (en) * | 2017-10-12 | 2018-07-31 | 上海策雨充气制品有限公司 | Frame-type air dome |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU1931783A (en) * | 1982-09-21 | 1984-03-29 | Radosevich. P.W. | Erection of flexible structures |
| EP0306717A1 (en) * | 1987-08-10 | 1989-03-15 | George Ikeda | Insulating plastic film structures and method |
| CN2616607Y (en) * | 2003-05-07 | 2004-05-19 | 卢振法 | Inflatable tent |
| CN2660040Y (en) * | 2003-09-27 | 2004-12-01 | 严辉 | Inflatable tent |
| CN201273074Y (en) * | 2008-09-02 | 2009-07-15 | 吴庆华 | Gas-filled tent |
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| CN205116413U (en) * | 2015-11-17 | 2016-03-30 | 广州新赛尔特篷房技术有限公司 | Covering or awning on a car, boat, etc. room structure |
| CN205475691U (en) * | 2016-03-07 | 2016-08-17 | 温州市东城建筑工程有限公司 | Steel structural framework module and add builder's temporary shed thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111980159A (en) * | 2020-06-17 | 2020-11-24 | 瑞德尔建筑科技（上海）有限公司 | Assembled super large-span aluminum alloy truss building |
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Effective date of registration: 20200331 Address after: No. 68, Jinbei industrial concentration zone, Jinhu County, Huai'an City, Jiangsu Province Applicant after: Jinhu Jinhong Information Technology Co., Ltd Address before: Room 1008, 10th floor, Block B, Longyu Center, Building 1, Zhongjie 1, Huilongguan, Changping District, Beijing Applicant before: BEIJING YANZHIDANDANG SPORTS TECHNOLOGY Co.,Ltd. |
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Application publication date: 20190329 |