CN208792615U - A kind of super wall of wind resistance decompression - Google Patents
A kind of super wall of wind resistance decompression Download PDFInfo
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- CN208792615U CN208792615U CN201821252517.XU CN201821252517U CN208792615U CN 208792615 U CN208792615 U CN 208792615U CN 201821252517 U CN201821252517 U CN 201821252517U CN 208792615 U CN208792615 U CN 208792615U
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- wind resistance
- wind
- wall
- sidewall
- resistance plate
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Abstract
The utility model discloses a kind of super walls of wind resistance decompression, are related to building material technical field, it is intended to solve the impaired problem of the very great Yi of wind load suffered by wall under the action of high wind or typhoon.Its key points of the technical solution are that, including the first side wall and second sidewall, decorative cover is provided on the outer surface of the first side wall, cement layer is provided between the first side wall and second sidewall, four support rods perpendicular to second sidewall are provided on the outer surface of the second sidewall, the support rod rectangular array is arranged, and the wind resistance plate of rectangle is connected on the support rod.The utility model reduces the wind load that wall front is directly subject to by setting wind resistance plate, while wind, to reduce wind pressure, achievees the purpose that improve wall wind loading rating from wind resistance plate and the gap flows of second sidewall to top.
Description
Technical field
The utility model relates to building material technical fields, more specifically, it relates to a kind of super wall of wind resistance decompression
Body.
Background technique
Wall is the important component of building, its effect is load-bearing, is gone along with sb. to guard him or the compartment, and by wall, institute is in place
It sets and is generally divided into exterior wall and interior wall two large divisions.
Existing application publication number is that the Chinese patent of CN107060196A discloses a kind of wall, including the first side wall and the
Two side walls are inoculated with cement mortar, are provided with decorative cover on the outer surface of the first side wall between the first side wall and second sidewall.?
Decorative cover is preset in one side wall, so that building decoration is integrated.This wall need to only ship it to scene and be installed, contracting
Short construction period, therefore referred to as super wall.
But in high wind, typhoon multiple period, outdoor air pressure change is bigger, the room pressure in the closed situation in house
Lower than outdoor air pressure, acted on wall to form certain draught head.It is above-mentioned meanwhile under the action of high wind or typhoon
Wind load suffered by super wall and surface is also very big.Wall is easily damaged under high wind, typhoon effect, and it is hidden to there is potential safety
Suffer from, therefore is further improved.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of super walls of wind resistance decompression
Body has the advantage for improving wall wind loading rating.
To achieve the above object, the utility model provides following technical solution: a kind of super wall of wind resistance decompression, packet
The first side wall and second sidewall are included, decorative cover, the first side wall and second side are provided on the outer surface of the first side wall
It is provided with cement layer between wall, four support rods perpendicular to second sidewall are provided on the outer surface of the second sidewall, it is described
The setting of support rod rectangular array, is connected with the wind resistance plate of rectangle on the support rod, and the quadrangle of the wind resistance plate is respectively with four
The connection of root support rod.
Building decoration one is formed by presetting decorative cover on the first side wall by using above-mentioned technical proposal
The super wall changed.Staff need to only ship it to scene and install, that is, completing fine fitment, can either save energy
Source and consumption, while man efficiency can also be improved, shorten construction period.By be arranged wind resistance plate, reduce wall front directly by
The wind load arrived, while wind, to reduce wind pressure, improves wall from wind resistance plate and the gap flows of second sidewall to top
Wind loading rating.In addition, wind accelerates the air of wall to flow, makes from wind resistance plate and the gap flows of second sidewall to top
It obtains hot-air to rise, reduces wall temperature.
Further, elastic direction and support rod axially consistent elasticity are set between the wind resistance plate and second sidewall
Part.
By using above-mentioned technical proposal, when wind is directly blown on wind resistance plate, wind resistance plate is by close to second sidewall
Thrust, wind resistance plate moves compression elastic piece along support rod, is the elastic potential energy of elastic component by part wind energy transformation, wind is lost
Can, the wind pressure that wall front is subject to is reduced, the impact force of wind confrontation aerofoil is reduced, to improve wall wind loading rating.Elastic component
To be set in the spring on support rod.
Further, the support rod is provided with bolt far from one end of second sidewall.
By using above-mentioned technical proposal, when wind slowly stops, compressed elastic component is replied, and wind resistance plate is after support rod
It moves back, bolt limitation wind resistance plate is detached from support rod due to by elastic force.
Further, U-shaped duct is provided in the wind resistance plate, the U-shaped duct includes positive perpendicular to wind resistance plate
Horizontal hole one, the horizontal hole two parallel with horizontal hole one and perpendicular to wind resistance board bottom face and both ends respectively with lateral aperture
The vertical duct that road one, horizontal hole two are connected to；The horizontal hole one, horizontal hole two all extend to wind resistance plate front and are formed
Air inlet.
By using above-mentioned technical proposal, wind enters U-shaped duct from air inlet, and part wind energy transformation is to rub with U-shaped duct
Wipe the thermal energy generated.Wind energy can be lost in U-shaped duct, the impact force of wind facedown aerofoil is reduced, to improve wall wind resistance
Ability.
Further, elastic direction and vertical duct axially consistent spring are set in the vertical duct.
By using above-mentioned technical proposal, when wind enters vertical duct from horizontal hole one, horizontal hole two, impact exists
On spring, compressed spring, part wind energy transformation is elastic potential energy.The impact force for reducing wind facedown aerofoil, thus further
Improve wall wind loading rating.
Further, the both ends of the spring is connected with baffle.
By using above-mentioned technical proposal, increase the contact area of wind and spring, wind first impacts on baffle, via baffle
Compressed spring, more wind energy transformations are elastic potential energy, and wind energy is further lost, and reduce the wind pressure that wall front is subject to, and reduce wind
The impact force of facedown aerofoil, to further increase wall wind loading rating.
Further, rectangular array is provided with several U-shaped ducts in the wind resistance plate.
By using above-mentioned technical proposal, increase the number in U-shaped duct, reduces the impact force that wind resistance plate is subject to everywhere, from
And further increase wall wind loading rating.
Further, elastic protective layer is provided on the elastic component.
By using above-mentioned technical proposal, elastic protective layer is enclosed on spring, in air due to elastic component exposure,
By erosion by wind and rain, elastic protective layer protects spring, extends the service life of elastic component.
In conclusion the utility model has the following beneficial effects:
1, it since the quadrangle of wind resistance plate is connect with four support rods respectively, and is provided between wind resistance plate and second sidewall
Elastic component, when wind is directly blown on wind resistance plate, part wind energy transformation, to compression elastic piece, is bullet by thrust by wind resistance plate
Property part elastic potential energy, wind energy is lost, reduces the wind pressure that is subject to of wall front, to improve wall wind loading rating；
2, U-shaped duct is set in wind resistance plate and spring is set in vertical duct, wind enters U-shaped duct from air inlet,
Part wind energy transformation is the thermal energy generated with the friction of U-shaped duct；Wind compressed spring, part wind energy transformation are elastic potential energy, are reduced
The wind pressure that wall front is subject to, to improve wall wind loading rating.
Detailed description of the invention
Fig. 1 is the super wall body structure schematic diagram of the wind resistance decompression in embodiment；
Fig. 2 is the super wall sectional view of the wind resistance decompression in embodiment；
Fig. 3 is the enlarged diagram of part A in Fig. 2.
In figure: 1, the first side wall；11, cement layer；2, second sidewall；3, support rod；31, bolt；4, wind resistance plate；41, into
Air port；5, elastic component；51, elastic protective layer；6, U-shaped duct；61, horizontal hole one；62, horizontal hole two；63, vertical holes
Road；7, spring；8, baffle.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment:
A kind of super wall of wind resistance decompression, referring to Fig.1, including the first side wall 1 and second sidewall 2, the first side wall 1 and the
Two side walls 2 in rectangle and are parallel to each other.The first side wall 1 is interior wall, and outer surface has the patterns such as decorative pattern to form decorative cover.First
It is inoculated with light weight cement mortar between side wall 1 and second sidewall 2 and forms cement layer 11.By presetting dress on the first side wall 1
Facing forms the integrated super wall of building decoration.Staff need to only ship it to scene and install, that is, complete
At fine fitment, can either energy saving and consumption, while man efficiency can also be improved, shorten construction period.
Referring to Fig.1 with Fig. 3, the front rectangular array setting of second sidewall 2 is there are four support rod 3, and support rod 3 is perpendicular to the
The front of two side walls 2.The wind resistance plate 4 of rectangle is arranged on support rod 3, the quadrangle of wind resistance plate 4 is respectively sleeved at four support rods 3
On.Elastic component 5 is provided between wind resistance plate 4 and second sidewall 2.The elastic force direction of elastic component 5 is axial consistent with support rod 3.
Elastic component 5 is the spring being set on support rod 3 in the present embodiment.One end that support rod 3 stretches out wind resistance plate 4 is provided with bolt
31, bolt 31 stops wind resistance plate 4 to be detached from support rod 3 by elastic force.Elastic protective layer 51 is enclosed on elastic component 5, due to
In air, by erosion by wind and rain, elastic protective layer 51 protects spring to the exposure of elastic component 5, extends the service life of elastic component 5.
Referring to Fig. 2 and Fig. 3, four U-shaped ducts 6, U-shaped 6 rectangular array of duct setting are set in wind resistance plate 4.U-shaped duct
6 include horizontal hole 1, horizontal hole 2 62 and vertical duct 63.Horizontal hole 1 is horizontal perpendicular to 4 front of wind resistance plate
Duct 2 62 is parallel with horizontal hole 1, horizontal hole 1, horizontal hole 2 62 all extend to 4 front of wind resistance plate formed into
Air port 41.It is vertical that duct 63 is perpendicular to 4 bottom surface of wind resistance plate and both ends are connected to horizontal hole 1, horizontal hole 2 62 respectively,
Vertical duct 63 and the connectivity part of horizontal hole 1, horizontal hole 2 62 are respectively formed bent angle.Wind enters U-shaped hole from air inlet 41
Road 6, part wind energy transformation are the thermal energy generated with the friction of U-shaped duct 6.Wind energy can be lost in U-shaped duct 6, and it is directly right to reduce wind
The impact force of wind resistance plate 4, to improve wall wind loading rating.The elastic direction of setting is the bullet of vertical direction in vertical duct 63
Spring 7,7 both ends of spring are connected with circular baffle 8.Baffle 8 is foil, due to vertical duct 63 and horizontal hole 2 62
Connectivity part forms bent angle, and spring 7 and baffle 8 will not be skidded off from vertical duct 63 under the effect of gravity.
Working principle is as follows:
By presetting decorative cover on the first side wall 1, the integrated super wall of building decoration is formed.Staff
Only scene need to be shipped it to installed, that is, complete fine fitment, can either energy saving and consumption, while can also improve
Man efficiency shortens construction period.
By the way that wind resistance plate 4, the wind load that reduction wall front is directly subject to, while wind is arranged from wind resistance plate 4 and second side
The gap flows of wall 2 are to top, to reduce wind pressure, improve wall wind loading rating.In addition, wind is from wind resistance plate 4 and second
The gap flows of side wall 2 accelerate the air of wall to flow to top, so that hot-air rises, reduce wall temperature.Anti-
Elastic component 5 is provided between aerofoil 4 and second sidewall 2, when wind is directly blown on wind resistance plate 4, wind resistance plate 4 by thrust to
Compression elastic piece 5, is the elastic potential energy of elastic component 5 for part wind energy transformation, so that wind energy be lost, reduces what wall front was subject to
Wind pressure, to improve wall wind loading rating.
U-shaped duct 6 is set in wind resistance plate 4 and spring 7 is set in vertical duct 63, wind enters U-shaped from air inlet 41
Duct 6, part wind energy transformation are the thermal energy generated with the friction of U-shaped duct 6；Wind compressed spring 7, part wind energy transformation are elastic potential
Can, the wind pressure that wall front is subject to is reduced, wall wind loading rating is further increased.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but
As long as all by the protection of Patent Law in the scope of the claims of the utility model.
Claims (8)
1. a kind of super wall of wind resistance decompression, including the first side wall (1) and the second sidewall parallel with the first side wall (1) (2),
It is provided with decorative cover on the outer surface of the first side wall (1), is provided with water between the first side wall (1) and second sidewall (2)
Mud layer (11), it is characterised in that: be provided with four branch perpendicular to second sidewall (2) on the outer surface of the second sidewall (2)
Strut (3), support rod (3) rectangular array are arranged, and the wind resistance plate (4) of rectangle is connected on the support rod (3), described
The quadrangle of wind resistance plate (4) is connect with four support rods (3) respectively.
2. a kind of super wall of wind resistance decompression according to claim 1, it is characterised in that: the wind resistance plate (4) and the
Elastic direction and the axial consistent elastic component (5) of support rod (3) are set between two side walls (2).
3. a kind of super wall of wind resistance decompression according to claim 2, it is characterised in that: the support rod (3) is separate
One end of second sidewall (2) is provided with bolt (31).
4. a kind of super wall of wind resistance decompression according to claim 1, it is characterised in that: set in the wind resistance plate (4)
It is equipped with U-shaped duct (6), the U-shaped duct (6) includes perpendicular to the positive horizontal hole one (61) of wind resistance plate (4) and lateral aperture
The parallel horizontal hole two (62) in road one (61) and perpendicular to wind resistance plate (4) bottom surface and both ends respectively with horizontal hole one
(61), the vertical duct (63) of horizontal hole two (62) connection；The horizontal hole one (61), horizontal hole two (62) extend
Air inlet (41) are formed to wind resistance plate (4) front.
5. a kind of super wall of wind resistance decompression according to claim 4, it is characterised in that: in the vertical duct (63)
Elastic direction and vertical duct (63) axial consistent spring (7) are set.
6. a kind of super wall of wind resistance decompression according to claim 5, it is characterised in that: spring (7) both ends connect
It is connected to baffle (8).
7. a kind of super wall of wind resistance decompression according to claim 4, it is characterised in that: wind resistance plate (4) internal moment
Shape array is provided with several U-shaped ducts (6).
8. a kind of super wall of wind resistance decompression according to claim 2, it is characterised in that: set on the elastic component (5)
It is equipped with elastic protective layer (51).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821252517.XU CN208792615U (en) | 2018-08-04 | 2018-08-04 | A kind of super wall of wind resistance decompression |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821252517.XU CN208792615U (en) | 2018-08-04 | 2018-08-04 | A kind of super wall of wind resistance decompression |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208792615U true CN208792615U (en) | 2019-04-26 |
Family
ID=66204494
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821252517.XU Expired - Fee Related CN208792615U (en) | 2018-08-04 | 2018-08-04 | A kind of super wall of wind resistance decompression |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208792615U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110106987A (en) * | 2019-05-22 | 2019-08-09 | 胡习兵 | A kind of the heat retaining and insulated waterproof device and its application method of the vertical edge joint position of PC wallboard |
-
2018
- 2018-08-04 CN CN201821252517.XU patent/CN208792615U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110106987A (en) * | 2019-05-22 | 2019-08-09 | 胡习兵 | A kind of the heat retaining and insulated waterproof device and its application method of the vertical edge joint position of PC wallboard |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190426 |