CN206939507U - A kind of pavement and there is its container - Google Patents
A kind of pavement and there is its container Download PDFInfo
- Publication number
- CN206939507U CN206939507U CN201720117927.2U CN201720117927U CN206939507U CN 206939507 U CN206939507 U CN 206939507U CN 201720117927 U CN201720117927 U CN 201720117927U CN 206939507 U CN206939507 U CN 206939507U
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- Prior art keywords
- longitudinal profile
- longitudinal
- pavement
- short transverse
- profile
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- 229910000831 Steel Inorganic materials 0.000 claims description 29
- 239000010959 steel Substances 0.000 claims description 29
- 239000003351 stiffener Substances 0.000 claims description 14
- 230000002787 reinforcement Effects 0.000 claims description 9
- KXGFMDJXCMQABM-UHFFFAOYSA-N 2-methoxy-6-methylphenol Chemical compound [CH]OC1=CC=CC([CH])=C1O KXGFMDJXCMQABM-UHFFFAOYSA-N 0.000 claims description 6
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 6
- 229920006231 aramid fiber Polymers 0.000 claims description 6
- 230000000712 assembly Effects 0.000 claims description 6
- 238000000429 assembly Methods 0.000 claims description 6
- 239000004917 carbon fiber Substances 0.000 claims description 6
- 239000003365 glass fiber Substances 0.000 claims description 6
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 6
- 229920001568 phenolic resin Polymers 0.000 claims description 6
- 239000005011 phenolic resin Substances 0.000 claims description 6
- 239000004814 polyurethane Substances 0.000 claims description 6
- 229920005749 polyurethane resin Polymers 0.000 claims description 6
- 239000011159 matrix material Substances 0.000 claims description 5
- 229920006337 unsaturated polyester resin Polymers 0.000 claims description 5
- 229920002748 Basalt fiber Polymers 0.000 claims description 4
- 229920006387 Vinylite Polymers 0.000 claims description 3
- 238000005728 strengthening Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 description 6
- 239000002585 base Substances 0.000 description 4
- 239000002131 composite material Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 229910000838 Al alloy Inorganic materials 0.000 description 3
- 239000000835 fiber Substances 0.000 description 3
- 229920005989 resin Polymers 0.000 description 3
- 239000011347 resin Substances 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 208000020442 loss of weight Diseases 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000005457 optimization Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 2
- 229920002554 vinyl polymer Polymers 0.000 description 2
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000004069 differentiation Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003925 fat Substances 0.000 description 1
- 239000011151 fibre-reinforced plastic Substances 0.000 description 1
- 239000002657 fibrous material Substances 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 229920001225 polyester resin Polymers 0.000 description 1
- 239000004645 polyester resin Substances 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 229910001256 stainless steel alloy Inorganic materials 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses a kind of pavement and there is its container.The pavement includes multiple longitudinal profiles and multiple cross bars, multiple longitudinal profiles are arranged side by side along the width of longitudinal profile, the upper surface flush of multiple longitudinal profiles, multiple cross bars are arranged side by side along the width of cross bar, and multiple cross bars are staggered with multiple longitudinal profiles, along short transverse, the upper surface of multiple cross bars is below the upper surface of multiple longitudinal profiles, the lower surface of multiple cross bars is above the lower surface of multiple longitudinal profiles, wherein, multiple longitudinal profiles include the different section bar of at least two cross sectional shape.It is made up of according to sermon of the present utility model two or more longitudinal profile, is arranged at pavement both sides using structural strength preferably longitudinal profile as main bearing carrier, uniform load is transferred to by each longitudinal profile by cross bar.
Description
Technical field
It the utility model is related to container technology field, more particularly to a kind of pavement and there is its container.
Background technology
Pavement is mainly layed on various passages or platform, meet pedestrian, equipment by or staff operational requirements,
It is widely used to the fields such as ocean engineering, tank container, municipal works.Traditional trail is mainly steel pavement and aluminium alloy
Pavement, steel pavement are usually that welded and galvanizing, which is made, to be carried according to certain spacing and whippletree cross arrangement with band steel
The pavement (also known as flase floor) of square grid, aluminium alloy pavement is usually to use thick matter aluminium sheet peripheral flanging, carries out surface punching press
Hole is handled, and metal pavement bearing strength is high, and cost of manufacture is relatively low, can meet the use demand of common occasion, but because its is heavy
Measure the shortcomings that heavier, not corrosion-resistant and later maintenance is costly so that metal pavement is progressively substituted by composite pavement.
Corrosion in ocean engineering and petrochemical industry to sea water resistance and acid-alkali salt has very high requirement, tank container pair
Product loss of weight, anticorrosion tool have high requirements.Fibre reinforced composites (Fiber Reinforced Plastic, referred to as
FRP) pavement is to be combined to be prepared through certain moulding process according to certain ratio by fibrous material and resin material, existing
Composite pavement be designed as more horizontal stroke/vertical pole be intervally arranged, interlaced equal thickness sheet material, often intensity is superfluous and firm
Degree deficiency, be unfavorable for product loss of weight and large span support in the case of deformation requirement to product.
Accordingly, it is desirable to provide a kind of pavement and there is its container, to solve the above problems at least in part.
Utility model content
A series of concept of reduced forms is introduced in utility model content part, this will be in specific embodiment part
Middle further description.Utility model content part of the present utility model is not meant to attempt to limit claimed
Technical scheme key feature and essential features, do not mean that the guarantor for attempting to determine technical scheme claimed more
Protect scope.
In order to solve the above problems at least in part, the utility model discloses a kind of pavement, it is characterised in that the step
Road includes：
Multiple longitudinal profiles, width of the multiple longitudinal profile along the longitudinal profile is arranged side by side, described more
The upper surface flush of individual longitudinal profile；And
Multiple cross bars, width of the multiple cross bar along the cross bar are arranged side by side, and the multiple cross bar and institute
State multiple longitudinal profiles to be staggered, along short transverse, the upper surface of the multiple cross bar is below the multiple longitudinal profile
Upper surface, the lower surface of the multiple cross bar is above the lower surface of the multiple longitudinal profile,
Wherein, the multiple longitudinal profile includes the different section bar of at least two cross sectional shape.
Alternatively, the longitudinal profile includes two or more in " work " word steel, square tube, T-shape steel and band steel.
Alternatively, the longitudinal profile is arranged at intervals with multiple holes along its length, and the cross bar is along the multiple
The width of longitudinal profile is corresponding in turn to the hole through the multiple longitudinal profile.
Alternatively, the longitudinal profile includes two Edge Enhancement longitudinal profiles and/or at least one middle reinforcement longitudinal direction
Section bar, the middle longitudinal profile of strengthening are arranged between two Edge Enhancement longitudinal profiles, the Edge Enhancement longitudinal direction
The size along short transverse of section bar is equal to the size along short transverse for strengthening longitudinal profile among described.
Alternatively, the longitudinal profile also includes support longitudinal profile, the support longitudinal profile along short transverse
Size is less than the size of the Edge Enhancement longitudinal profile.
Alternatively, the size along short transverse of the support longitudinal profile and the Edge Enhancement longitudinal profile are along height
The ratio for spending the size in direction is 1：1~5.
Alternatively, the Edge Enhancement longitudinal profile is square tube or " work " word steel, two Edge Enhancement longitudinal profiles
Lower surface flush.
Alternatively, the size along short transverse of the cross bar is the size along short transverse of the longitudinal profile
0.2~0.8 times.
Alternatively, the longitudinal profile includes longitudinal reinforcement and longitudinal matrix, longitudinal reinforcement by glass fibre,
One or more in basalt fibre, carbon fiber and aramid fiber are made, and longitudinal matrix is by unsaturated polyester resin, second
One or more in ene based resins, polyurethane and phenolic resin are made.
Alternatively, the cross bar includes transverse direction strengthener and transverse base, and the transverse direction strengthener is by glass fibre, the Black Warrior
One or more in rock fiber, carbon fiber and aramid fiber are made, and the transverse base is by unsaturated polyester resin, vinyl
One or more in resin, polyurethane and phenolic resin are made.
Alternatively, the pavement also includes at least two stiffener assemblies, and the stiffener assembly is arranged on institute along short transverse
The lower section of multiple longitudinal profiles is stated, for supporting the multiple longitudinal profile.
Alternatively, the support span between two stiffener assemblies is 1~3m.
The invention also discloses a kind of container, it is characterised in that the container is included according to above-mentioned pavement.
Based on above technical scheme, there is following beneficial effect relative to prior art for the utility model：
It is made up of according to sermon of the present utility model two or more longitudinal profile, structural strength is preferably vertical
Pavement both sides are arranged at as main bearing carrier to section bar, uniform load is transferred to by each longitudinal profile by cross bar.This reality
Met to ensure personnel and equipment safety, and maximum limit to its rigidity requirement in the case of various support spans with new pavement
Degree reduces the weight of pavement, while also has the characteristic of anticorrosion, high intensity and service life length.
Brief description of the drawings
The drawings below of the utility model embodiment is used to understand this practicality in this as a part of the present utility model
It is new.Shown in the drawings of embodiment of the present utility model and its description, for explaining principle of the present utility model.In accompanying drawing
In,
Fig. 1 is the top view according to the pavement of the first preferred embodiment of the present utility model；
The sectional view that Fig. 2 is cut by A-A along in Fig. 1；
Fig. 3 is the front view according to the pavement of the second preferred embodiment of the present utility model；
Fig. 4 is the front view according to the pavement of the 3rd preferred embodiment of the present utility model；And
Fig. 5 is the front view according to the pavement of the 4th preferred embodiment of the present utility model.
Description of reference numerals：
100、200、300、400：Pavement； 110：Longitudinal profile；
130、230、330、430：Cross bar； 111、211：Edge Enhancement longitudinal profile；
112、212：Support longitudinal profile； 140：Stiffener assembly；
141：Support member； 142：Lip block；
213：Strengthen longitudinal profile in centre； 314、414：Square tube；
315、415：Band steel； 316、416：" work " word steel；
317：T-shape steel.
Embodiment
In the following description, a large amount of concrete details are given more thoroughly to manage the utility model to provide
Solution.It will be apparent, however, to one skilled in the art that the utility model embodiment can be without one or more
These individual details and be carried out.In other examples, in order to avoid obscuring with the utility model embodiment, for
Some technical characteristics well known in the art are not described.
In order to thoroughly understand the utility model embodiment, detailed structure will be proposed in following description.Obviously, originally
The execution of utility model embodiment is not limited to the specific details that those skilled in the art is familiar with.
First embodiment
Fig. 1 is the top view according to the pavement of the first preferred embodiment of the present utility model, Fig. 2 be in Fig. 1 along A-A
The sectional view cut.
Pavement 100 of the present utility model includes multiple longitudinal profiles 110 and multiple cross bars 130, multiple edges of longitudinal profile 110
The width of longitudinal profile 110 is arranged side by side.Multiple longitudinal profiles 110 include two kinds of different section bars, and it can include
Two or more in " work " word steel, square tube, T-shape steel and band steel.
Further, as shown in Fig. 2 longitudinal profile 110 includes Edge Enhancement longitudinal profile 111 and support longitudinal profile
112, Edge Enhancement longitudinal profile 111 and support longitudinal profile 112 are arranged according to the requirement of voidage according to certain spacing.Side
It can be square tube or " work " word steel that edge, which strengthens longitudinal profile 111,.Edge Enhancement longitudinal profile 111 is two, two Edge Enhancements
The upper surface flush of longitudinal profile 111, the lower surface of two Edge Enhancement longitudinal profiles 111 similarly flush.Two edges add
Strong longitudinal profile 111 is respectively provided with hole (not shown) along its length, two Edge Enhancement longitudinal profiles 111
Hole corresponds.Multiple support longitudinal profiles 112, multiple supports are disposed between two Edge Enhancement longitudinal profiles 111
Longitudinal profile 112 is arranged at intervals along its width.Multiple support longitudinal profiles 112 are also respectively separated setting along its length
Hole, the hole of Edge Enhancement longitudinal profile 111 and the hole of support longitudinal profile 112 correspond.
Support longitudinal profile 112 the dimension D 1 along short transverse be less than Edge Enhancement longitudinal profile 111 along height side
To dimension D 2.The dimension D 1 along short transverse of longitudinal profile 112 and Edge Enhancement longitudinal profile 111 are supported along height side
To dimension D 2 ratio be 1：1~5.Preferably, the dimension D 1 along short transverse for supporting longitudinal profile 112 can be 0.5
~5 inches.The dimension D 1 along short transverse of longitudinal profile 112 and Edge Enhancement longitudinal profile 111 are supported along short transverse
Dimension D 2 ratio be 1：1.5~3.The dimension D 2 along short transverse of Edge Enhancement longitudinal profile 111 can be 0.75~
15 inches.
Multiple cross bars 130 are arranged side by side along its width, and multiple cross bars 130 are staggeredly set with multiple longitudinal profiles 110
Put.Dimension D 3 of the cross bar 130 along short transverse is less than longitudinal profile 110.Preferably, the size along short transverse of cross bar 130
D3 is 0.2~0.8 times of the dimension D 1 along short transverse of support longitudinal profile 112.So, cross bar 130 is along multiple longitudinal types
The width of material 110 is corresponding in turn to the hole through multiple longitudinal profiles 110.So, along short transverse, multiple cross bars 130
Upper surface be below Edge Enhancement longitudinal profile 111 and support longitudinal profile 112 upper surface, the following table of multiple cross bars 130
Face is above Edge Enhancement longitudinal profile 111 and supports the lower surface of longitudinal profile 112.
Further, longitudinal profile 110 includes longitudinal reinforcement and longitudinal matrix, and longitudinal reinforcement is by glass fibre, profound
One or more in military rock fiber, carbon fiber and aramid fiber are made, and longitudinal matrix is by unsaturated polyester resin, vinyl tree
One or more in fat, polyurethane and phenolic resin are made.Cross bar 130 includes transverse direction strengthener and transverse base, laterally increases
Strong body is made up of the one or more in glass fibre, basalt fibre, carbon fiber and aramid fiber, and transverse base is by unsaturation
One or more in polyester resin, vinylite, polyurethane and phenolic resin are made.Preferably, pavement 100 passes through pultrusion
Shaping is prepared.
Further, as shown in figure 1, pavement 100 also includes stiffener assembly 140, stiffener assembly 140 includes support member 141
With lip block 142.Support member 141 and lip block 142 are arranged on the lower section of multiple longitudinal profiles 110 along short transverse, with
For supporting multiple longitudinal profiles 110.Support member 141 is used to support pavement 100, and Fig. 1 shows that stiffener assembly 140 is two,
Two stiffener assemblies 140 are separately positioned on the both ends of the length direction along longitudinal profile 110 of multiple longitudinal profiles 110.It is adjacent
Spacing between two support members 141 is referred to as supporting span.The support span of two stiffener assemblies 140 is 1~3m.Lip block
142 are used to be filled in the less position of pavement 100 of height dimension, to cause each longitudinal profile 110 of pavement 100 bearing load
During effect, lip block 142 can also carry pressure simultaneously.Preferably, support member 141 is stainless steel or aluminum alloy materials.Branch
Stake pad block 142 can be composite, metal material or wood materials etc..
In the present embodiment, Edge Enhancement longitudinal profile 111 is square tube, and support longitudinal profile 112 is T-shape steel.Branch
The size along short transverse for supportting longitudinal profile 112 is 1 inch.Support longitudinal profile 112 and Edge Enhancement longitudinal profile 111
Dimension scale along short transverse is 1：2.The height dimension of cross bar 130 is 0.5 times of support longitudinal profile 112.Voidage
Can scope of design be 0~70%, so, can meet to support the deformation requirement under the conditions of span 1~3m.Carrying grade i.e. of the same race
The support span of pavement 100 is extended to 1~3m by 0.5 original~1.5m, meets that the deformation in special construction to pavement 100 will
Ask.In embodiment (not shown), stiffener assembly can be multiple, and multiple stiffener assemblies are arranged at intervals with multiple cross bars.
According to sermon of the present utility model, it is mainly used in the fields such as ocean, chemical industry, logistics transportation, municipal works, special
Not Shi Yongyu tank container top pavement, so as to personnel to tank body carry out it is filling, observation, safeguard etc. operation.
It is made up of according to sermon of the present utility model two or more longitudinal profile, structural strength is preferably vertical
Pavement both sides are arranged at as main bearing carrier to section bar, uniform load is transferred to by each longitudinal profile by cross bar.Pavement
The longitudinal profile of multiple different heights can be included, because the differentiation of height dimension designs, can be met in large span support bar
To the rigidity requirement of product under part.Centre position or highly less longitudinal profile are arranged at as supplementary structure, to meet to walk
The voidage in road, anti-skidding and carrying etc. require, while can effectively reduce pavement product by the optimization design to supplementary structure
Weight and cost etc..Pavement of the present utility model meets to ensure personnel to its rigidity requirement in the case of various support spans
And equipment safety, and the weight of pavement is reduced to greatest extent, while also there is the spy of anticorrosion, high intensity and service life length
Property.
Second embodiment
Fig. 3 is the front view according to the pavement 200 of the second preferred embodiment of the present utility model.
Present embodiment is that longitudinal profile 210 also includes middle reinforcement longitudinal type with first embodiment difference
Material 213.In present embodiment, pavement 200 is symmetrical structure, and it includes two Edge Enhancement longitudinal profiles, 211, centres and added
Strong longitudinal profile 213 and multiple support longitudinal profiles 212.Edge Enhancement longitudinal profile 211 can be square tube, support longitudinal profile
212 can be " work " shaped steel, and " work " shaped steel that longitudinal profile 213 can be another height is strengthened in centre.Strengthen longitudinal type in centre
The dimension D 4 along short transverse of material 213 is equal to the dimension D 2 ' along short transverse of Edge Enhancement longitudinal profile.Strengthen vertical in centre
Between two Edge Enhancement longitudinal profiles 211 are arranged in section bar 213, and it is arranged on the centres of multiple support longitudinal profiles 212
Position.Certainly, in embodiment (not shown), the size along short transverse that longitudinal profile is strengthened in centre can be more than support
The size along short transverse of longitudinal profile, and less than the size along short transverse of Edge Enhancement longitudinal profile.Multiple supports
Lip block is also provided with below longitudinal profile, for being filled in the position of the less support longitudinal profile of height dimension
Put.
Further, in another embodiment (not shown), when the overall width of pavement is wider, centre is strengthened vertical
Can be to section bar it is multiple, it is multiple among strengthen longitudinal profiles and be arranged between two Edge Enhancement longitudinal profiles, and along multiple
The width of longitudinal profile is supported to be arranged at intervals.
Present embodiment is applied to pavement of the width dimensions in the range of 0.5~1m, is incrementally increased in pavement width dimensions
When (when such as width is 1~3m), need to according to bearing requirements increase along the larger-size longitudinal profile of short transverse quantity.This reality
The preferred size for applying Edge Enhancement longitudinal profile in example is 2 inches, and voidage adjustable extent is 0~70%, can meet large span
Under the conditions of deformation requirement.
3rd embodiment
Fig. 4 is the front view according to the pavement 300 of the 3rd preferred embodiment of the present utility model.
Present embodiment is that pavement 300 is unsymmetric structure with second embodiment difference, and Edge Enhancement is longitudinal
Section bar uses square tube 314 and band steel 315.The side in the width direction of pavement 300 is provided with square tube 314, pavement along width
The opposite side in direction is provided with band steel 315.It is " work " word steel 316 that longitudinal profile is strengthened in centre, and support longitudinal profile is T-shape steel
317。
4th embodiment
Fig. 5 is the front view according to the pavement 400 of the 4th preferred embodiment of the present utility model.
Present embodiment is that pavement 400 includes multiple longitudinal profiles, multiple longitudinal directions with first embodiment difference
Section bar can include square tube 414, band steel 415 and " work " word steel 416.Section bar is identical along the size of short transverse longitudinally in each.
Square tube 414 is arranged on the position along the centre of the width of pavement 400 and both sides, and remaining position is by " work " word steel 416 and flat
Steel 415 is staggeredly intervally arranged.
The pavement of present embodiment can be met under different working conditions to the strong of pavement by the optimization design of structure
The performance requirements such as degree, rigidity, voidage, it can especially meet deformation requirement to pavement in the case of large span support.
Unless otherwise defined, technology used herein and scientific terminology and the technology of technical field of the present utility model
The implication that personnel are generally understood that is identical.Term used herein is intended merely to describe specifically to implement purpose, it is not intended that limit
The utility model processed.Terms such as herein presented " settings " can both represent that a part was attached directly to another portion
Part, it can also represent that a part is attached to another part by middleware.Describe in one embodiment herein
Feature can be applied to another embodiment in combination individually or with further feature, unless this feature is in another implementation
Do not apply to or be otherwise noted in mode.
The utility model is illustrated by above-mentioned embodiment, but it is to be understood that, above-mentioned embodiment
The purpose illustrated and illustrated is only intended to, and is not intended to the utility model being limited in the range of described embodiment.This
Art personnel it is understood that more kinds of variants and modifications can also be made according to teaching of the present utility model, this
A little variants and modifications are all fallen within the utility model scope claimed.
Claims (13)
1. a kind of pavement, it is characterised in that the pavement includes：
Multiple longitudinal profiles, width of the multiple longitudinal profile along the longitudinal profile are arranged side by side, the multiple vertical
To the upper surface flush of section bar；And
Multiple cross bars, width of the multiple cross bar along the cross bar are arranged side by side, and the multiple cross bar with it is described more
Individual longitudinal profile is staggered, and along short transverse, the upper surface of the multiple cross bar is below the upper of the multiple longitudinal profile
Surface, the lower surface of the multiple cross bar are above the lower surface of the multiple longitudinal profile,
Wherein, the multiple longitudinal profile includes the different section bar of at least two cross sectional shape.
2. pavement according to claim 1, it is characterised in that the longitudinal profile includes " work " word steel, square tube, T-shape
Two or more in steel and band steel.
3. pavement according to claim 1, it is characterised in that the longitudinal profile is arranged at intervals with more along its length
Individual hole, width of the cross bar along the multiple longitudinal profile are corresponding in turn to through the hole of the multiple longitudinal profile
Hole.
4. pavement according to claim 1, it is characterised in that the longitudinal profile includes two Edge Enhancement longitudinal profiles
And/or at least one middle reinforcement longitudinal profile, the middle longitudinal profile of strengthening are arranged in two Edge Enhancements longitudinal directions
Between section bar, the size along short transverse of the Edge Enhancement longitudinal profile be equal to strengthen among described longitudinal profile along height
Spend the size in direction.
5. pavement according to claim 4, it is characterised in that the longitudinal profile also includes support longitudinal profile, described
The size along short transverse of longitudinal profile is supported to be less than the size of the Edge Enhancement longitudinal profile.
6. pavement according to claim 5, it is characterised in that the size along short transverse of the support longitudinal profile with
The ratio of the size along short transverse of the Edge Enhancement longitudinal profile is 1：1~5.
7. pavement according to claim 4, it is characterised in that the Edge Enhancement longitudinal profile is square tube or " work " word
Steel, the lower surface of two Edge Enhancement longitudinal profiles flush.
8. pavement according to claim 1, it is characterised in that the size along short transverse of the cross bar is the longitudinal direction
0.2~0.8 times of the size along short transverse of section bar.
9. pavement according to claim 1, it is characterised in that the longitudinal profile includes longitudinal reinforcement and longitudinal base
Body, longitudinal reinforcement are made up of one kind in glass fibre, basalt fibre, carbon fiber and aramid fiber, the longitudinal direction
Matrix is made up of one kind in unsaturated polyester resin, vinylite, polyurethane and phenolic resin.
10. pavement according to claim 9, it is characterised in that the cross bar includes transverse direction strengthener and transverse base, institute
Transverse direction strengthener is stated to be made up of one kind in glass fibre, basalt fibre, carbon fiber and aramid fiber, the transverse base by
One kind in unsaturated polyester resin, vinylite, polyurethane and phenolic resin is made.
11. according to the pavement described in any one of claim 1-10, it is characterised in that the pavement also includes at least two
Stiffener assembly, the stiffener assembly are arranged on the lower section of the multiple longitudinal profile along short transverse, described more for supporting
Individual longitudinal profile.
12. pavement according to claim 11, it is characterised in that the support span between two stiffener assemblies is 1
~3m.
13. a kind of container, it is characterised in that the container includes the pavement according to claim 1-12.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720117927.2U CN206939507U (en) | 2017-02-08 | 2017-02-08 | A kind of pavement and there is its container |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720117927.2U CN206939507U (en) | 2017-02-08 | 2017-02-08 | A kind of pavement and there is its container |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206939507U true CN206939507U (en) | 2018-01-30 |
Family
ID=61357352
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| CN201720117927.2U Active CN206939507U (en) | 2017-02-08 | 2017-02-08 | A kind of pavement and there is its container |
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| CN (1) | CN206939507U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108394655A (en) * | 2017-02-08 | 2018-08-14 | 南通中集翌科新材料开发有限公司 | A kind of pavement and the container with it |
-
2017
- 2017-02-08 CN CN201720117927.2U patent/CN206939507U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108394655A (en) * | 2017-02-08 | 2018-08-14 | 南通中集翌科新材料开发有限公司 | A kind of pavement and the container with it |
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