CN109779108A - A kind of high displacement curtain wall adapting to geological process - Google Patents
A kind of high displacement curtain wall adapting to geological process Download PDFInfo
- Publication number
- CN109779108A CN109779108A CN201910208523.8A CN201910208523A CN109779108A CN 109779108 A CN109779108 A CN 109779108A CN 201910208523 A CN201910208523 A CN 201910208523A CN 109779108 A CN109779108 A CN 109779108A
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- Prior art keywords
- position limiting
- limiting structure
- curtain wall
- adapting
- geological process
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- 238000006073 displacement reaction Methods 0.000 title claims abstract description 38
- 238000000034 method Methods 0.000 title claims abstract description 33
- 230000008569 process Effects 0.000 title claims abstract description 30
- 238000009413 insulation Methods 0.000 claims description 26
- 239000011521 glass Substances 0.000 claims description 9
- 239000007787 solid Substances 0.000 claims description 2
- 230000006978 adaptation Effects 0.000 description 9
- 235000014676 Phragmites communis Nutrition 0.000 description 6
- 238000010586 diagram Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
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- 239000012634 fragment Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 241000208340 Araliaceae Species 0.000 description 1
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- 235000005035 Panax pseudoginseng ssp. pseudoginseng Nutrition 0.000 description 1
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- 238000012512 characterization method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
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- 235000008434 ginseng Nutrition 0.000 description 1
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a kind of high displacement curtain walls for adapting to geological process, including multiple platform codes, multiple weights-hoists and multiple unit plates；Multiple unit plates are arranged in array spacings, and the edge of each unit plate is equipped with position limiting structure, and two unit plates of arbitrary neighborhood realize non-contact limit with the relative shift in shake between two unit plates of limitation by the position limiting structure；It is equipped with the weights-hoist at left and right sides of each unit plate, the platform code is connect two of the adjacent side of the two laterally adjacent unit plates weights-hoists with one, and the platform code with civil engineering structure for connecting.The high displacement curtain wall proposed by the present invention for adapting to geological process, curtain wall plate is arranged to the form of unit spliced, clever structure, stable connection, it can adapt to high-intensitive earthquake bring displacement and pressure, it avoids the occurrence of panel itself and the case where crack damage, is particularly suitable for earthquake hotspot due to extruding, greatly strengthens the safety of curtain wall.
Description
Technical field
The present invention relates to building decoration technology field more particularly to a kind of high displacement curtain walls for adapting to geological process.
Background technique
Curtain wall is the exterior wall enclosure of building, and not load-bearing is hung up as curtain, therefore also known as " curtain wall ", it is modern
Large-scale and skyscraper commonly has the lightweight wall of decorative effect.Curtain wall construction generally comprises panel and connector, panel
It is mounted on civil engineering structure by connector.When an earthquake occurs, civil engineering structure moves under earthquake, and civil engineering structure is by vibration displacement
Connector is passed to, vibration displacement is transmitted on panel by connector again.The panel of existing curtain wall is usually monolith, is shaken
When, panel itself is easy crack damage due to extruding, and panel fragment is caused to fall, and is easy to damage pedestrian, there are larger
Security risk.
Therefore, the prior art has much room for improvement and develops.
Summary of the invention
The purpose of the present invention is to provide a kind of high displacement curtain walls for adapting to geological process, it is intended to solve existing curtain wall
Panel is usually monolith, and when being shaken, panel itself is easy crack damage due to extruding, and panel fragment is caused to fall, and easy pair
Pedestrian damages, and there is technical issues that biggish.
Technical scheme is as follows:
A kind of high displacement curtain wall adapting to geological process, wherein including multiple platform codes, multiple weights-hoists and multiple unit plates；
Multiple unit plates are arranged in array spacings, and the edge of each unit plate is equipped with position limiting structure, and arbitrary neighborhood two
The unit plate realizes non-contact limit with the opposite position in shake between two unit plates of limitation by the position limiting structure
Shifting amount；The weights-hoist, the adjacent side of two laterally adjacent unit plates are equipped at left and right sides of each unit plate
Two weights-hoists the platform code is connect with one, the platform code with civil engineering structure for connecting.
The high displacement curtain wall of the adaptation geological process, wherein the position limiting structure of the side of the unit plate is the first limit
Structure, first position limiting structure include the first empty frames portion and grafting groove；The opposite other side of the unit plate is equipped with the second limit
Bit architecture, second position limiting structure include the second empty frames portion and grafting pillar；The grafting groove and the grafting pillar are non-contact
Grafting.
The high displacement curtain wall of the adaptation geological process, wherein the unit plate includes glassy layer and heat insulation layer；
The side of the heat insulation layer be equipped with the position limiting structure, the glassy layer be close to the heat insulation layer surface setting and with the limit
Structure connection.
The high displacement curtain wall of the adaptation geological process, wherein the left side of the heat insulation layer is equipped with first limit
Structure, right side are equipped with second position limiting structure, and upside is equipped with second position limiting structure, and downside is equipped with first position limiting structure；It should
Glassy layer is close to the surface setting of the heat insulation layer and two sides are tied with the first limit at left and right sides of the heat insulation layer respectively
Structure and the connection of the second position limiting structure.
The high displacement curtain wall of the adaptation geological process, wherein the platform code includes the cross for constituting the hardened structure of L-type
Plate portion and riser portion；The lateral piece is connect with civil engineering structure, which connect with the weights-hoist.
The high displacement curtain wall of the adaptation geological process, wherein the weights-hoist includes that fixing seat, adjusting bolt and first are solid
Determine screw；The side of the fixing seat is connect with the unit plate, and the other side is equipped with U-type groove, which is sheathed on the platform code
In riser portion；The adjusting bolt is arranged in the U-type groove and contacts with the riser portion for adjusting the vertical of the unit plate
Mounting height；First fixed screw is for connecting the fixing seat and the riser portion.
The high displacement curtain wall of the adaptation geological process, wherein the side of the fixing seat penetrates the unit plate and is somebody's turn to do
Between first position limiting structure or second position limiting structure, and the of first position limiting structure is sequentially passed through using the first fixing bolt
The second empty frames portion, fixing seat and unit plate of one empty frames portion or second position limiting structure achieve a fixed connection.
The high displacement curtain wall of the adaptation geological process, wherein the glassy layer can be spliced by several pieces of glass synusia
Form, and the glassy layer being spliced is identical as heat insulation layer area, each piece of glass synusia with the insulation
Layer connection.
The utility model has the advantages that the high displacement curtain wall proposed by the present invention for adapting to geological process, is arranged to unit for curtain wall plate and spells
The form connect, clever structure, stable connection can adapt to high-intensitive earthquake bring displacement and pressure, avoid the occurrence of panel itself
Due to extruding the case where crack damage, it is particularly suitable for earthquake hotspot, greatly strengthens the safety of curtain wall.
Detailed description of the invention
Fig. 1 is the positive structure diagram for adapting to the high displacement curtain wall of geological process.
Fig. 2 is the side structure schematic view for adapting to the high displacement curtain wall of geological process.
Fig. 3 is the overlooking structure diagram for adapting to the high displacement curtain wall of geological process.
Fig. 4 is enlarged drawing at B in Fig. 3.
Fig. 5 is enlarged drawing at C in Fig. 2.
Fig. 6 is enlarged drawing at A in Fig. 2.
Fig. 7 is enlarged drawing at B in Fig. 3.
Fig. 8 is the platform code and weights-hoist structural schematic diagram for being provided with magnetic control alarm.
Fig. 9 is the structural schematic diagram of magnetic control alarm at D in Fig. 8.
Specific embodiment
Embodiments of the present invention are described below in detail, the example of the embodiment is shown in the accompanying drawings, wherein from beginning
Same or similar element or element with the same or similar functions are indicated to same or similar label eventually.Below by ginseng
The embodiment for examining attached drawing description is exemplary, and for explaining only the invention, and is not considered as limiting the invention.
In the description of the present invention, it is to be understood that, term " center ", " longitudinal direction ", " transverse direction ", " length ", " width ",
" thickness ", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside", " up time
The orientation or positional relationship of the instructions such as needle ", " counterclockwise " is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of
The description present invention and simplified description, rather than the device or element of indication or suggestion meaning must have a particular orientation, with spy
Fixed orientation construction and operation, therefore be not considered as limiting the invention.In addition, term " first ", " second " are only used for
Purpose is described, relative importance is not understood to indicate or imply or implicitly indicates the quantity of indicated technical characteristic.
" first " is defined as a result, the feature of " second " can explicitly or implicitly include one or more feature.?
In description of the invention, the meaning of " plurality " is two or more, unless otherwise specifically defined.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
To be mechanical connection, it is also possible to be electrically connected or can mutually communicate；It can be directly connected, it can also be by between intermediary
It connects connected, can be the connection inside two elements or the interaction relationship of two elements.For the ordinary skill of this field
For personnel, the specific meanings of the above terms in the present invention can be understood according to specific conditions.
In the present invention unless specifically defined or limited otherwise, fisrt feature second feature "upper" or "lower"
It may include that the first and second features directly contact, also may include that the first and second features are not direct contacts but pass through it
Between other characterisation contact.Moreover, fisrt feature includes the first spy above the second feature " above ", " above " and " above "
Sign is right above second feature and oblique upper, or is merely representative of first feature horizontal height higher than second feature.Fisrt feature exists
Second feature " under ", " lower section " and " following " include that fisrt feature is directly below and diagonally below the second feature, or is merely representative of
First feature horizontal height is less than second feature.
Following disclosure provides many different embodiments or example is used to realize different structure of the invention.In order to
Simplify disclosure of the invention, hereinafter the component of specific examples and setting are described.Certainly, they are merely examples, and
And it is not intended to limit the present invention.In addition, the present invention can in different examples repeat reference numerals and/or reference letter,
This repetition is for purposes of simplicity and clarity, itself not indicate between discussed various embodiments and/or setting
Relationship.In addition, the present invention provides various specific techniques and material example, but those of ordinary skill in the art can be with
Recognize the application of other techniques and/or the use of other materials.
Fig. 1 to Fig. 3 is please referred to, Fig. 1 to Fig. 3 is the high displacement curtain of the adaptation geological process in one embodiment of the invention respectively
The facing of wall, side view and overlooking structure diagram, the high displacement curtain wall of the adaptation geological process includes multiple platform codes 3, multiple
Weights-hoist 2 and multiple unit plates 1,01 indicates civil engineering structure, intersections chain-dotted line one unit plate 1 of expression in figure.Tool
Body, multiple unit plates 1 are arranged in array spacings, and the edge of each unit plate 1 is equipped with position limiting structure, any phase
Two unit plates 1 of neighbour realize non-contact limit by the position limiting structure to limit between two unit plates 1 in shake
Relative shift, referring specifically to Fig. 4 and Fig. 5, Fig. 4 be the two neighboring unit plate 1 in left and right position limiting structure enlarged drawing (i.e.
Enlarged drawing at B in Fig. 3), Fig. 5 is that the position limiting structure enlarged drawing of neighbouring two unit plates (i.e. amplifies at C in Fig. 2
Figure).The left and right sides of each unit plate 1 is equipped with the weights-hoist 2, the sides adjacent of two laterally adjacent unit plates 1
The platform code 3 is connect the weights-hoist 2 of two of side with one, and the platform code 3 with civil engineering structure for connecting, referring specifically to Fig. 4.It should
When weights-hoist 2 is set to the side of the unit plate 1, the weights-hoist 2 is not limited at which height of the unit plate 1, as long as adjacent
Two weights-hoists 2 of adjacent side of two unit plates 1 be located at sustained height, two weights-hoists 2 can be installed on one jointly
On platform code 3.
The high displacement curtain wall proposed by the present invention for adapting to geological process, is set as several for the monolith plate structure of the prior art
The form that a unit plate 1 splices has gap 5 between adjacent unit plate 1, makes curtain wall when can adapt to earthquake from civil engineering knot
The vibration displacement that structure 01 passes over is not in that there is a situation where plate fragmentations due to squeezing mutually for plate, specifically in unit
The edge of plate 1 is provided with non-contacting position limiting structure, occur that adjacent unit plate 1 will not while displacement when adapting to shake
Excessive displacement causes adjacent unit plate 1 to misplace.Also, the present invention is by two laterally adjacent unit plates 1
The platform code 3 is connect the weights-hoist 2 of two of adjacent side with one, and the set-up mode of this connector effectively reinforces each unit plate
The stable connection of block 1 and civil engineering structure 01.
Curtain wall plate, is arranged to the form of unit spliced by the high displacement curtain wall proposed by the present invention for adapting to geological process,
Clever structure, stable connection can adapt to high-intensitive earthquake bring displacement and pressure, avoid the occurrence of panel itself and break because of extruding
The bad situation of rhegma, is particularly suitable for earthquake hotspot, greatly strengthens the safety of curtain wall.
Preferably, the present invention proposes a kind of position limiting structure of plug-in type, referring to fig. 4 and Fig. 5, the side of the unit plate 1
Equipped with the first position limiting structure 11, which includes the first empty frames portion 1a and grafting groove 11a.The unit plate 1
The opposite other side be equipped with the second position limiting structure 12, second position limiting structure 12 include the second empty frames portion 2a and grafting pillar 12a.
The grafting groove 11a and grafting pillar 12a is non-contact grafting, does not play connection function, plays the role of being the limitation in shake
Relative shift between two unit plates 1.
Specifically, referring to fig. 4 and Fig. 5, which includes glassy layer 41 and heat insulation layer 42.The insulation
Layer 42 side be equipped with the position limiting structure, the glassy layer 41 be close to the heat insulation layer 42 surface setting and with the position limiting structure
Connection.Preferably, in the embodiment that schematic diagram of the present invention provides, the left side of the heat insulation layer 42 is equipped with first position limiting structure
11, right side is equipped with second position limiting structure 12, and upside is equipped with second position limiting structure 12, and downside is equipped with first position limiting structure
11.The glassy layer 41 be close to the surface setting of the heat insulation layer 42 and two sides respectively with 42 left and right sides of the heat insulation layer
First position limiting structure 11 and the connection of the second position limiting structure 12.
Preferably, consider for aesthetics, which can be spliced by several pieces of glass synusia 411, and be spelled
The glassy layer 41 made of connecing it is identical as the area of heat insulation layer 42, each piece of glass synusia 411 with the thermal insulation separation
Thermosphere 42 connects.In practical application, identical, the glassy layer 41 is not required with the area of this of a line or same row unit plate 1
Cutting also do not require.As shown in Figure 1 are as follows: the 1 area phase of unit plate of the unit plate 1 of the first row and the second row
Together, but the glassy layer 41 of the first row is spliced by the two pieces of glass synusia 411 divided equally, and the glassy layer 41 of the second row is by non-
Two pieces of glass synusia 411 respectively are spliced.The unit plate 1 and the first row of the third line and the unit plate of the second row
1 area is different.
Preferably, referring to Fig. 6 (enlarged drawing at A in Fig. 2) and Fig. 7 (at the B with civil engineering structure 01 and platform code 3 in Fig. 3
Enlarged drawing), which includes the lateral piece 31 and riser portion 32 for constituting the hardened structure of L-type.The lateral piece 31 passes through second
Fixing bolt 27 is connect with civil engineering structure 01, which connect with the weights-hoist 2.
Preferably, referring to Fig. 6 and Fig. 7, which includes fixing seat 21, adjusts bolt 22 and the first fixed screw 23a.
The side of the fixing seat 21 is connect with the unit plate 1, and the other side is equipped with U-type groove 24, which is sheathed on the platform code 3
Riser portion 32 on, which is arranged in the U-type groove 24 and contact with the riser portion 32 to be used to adjust the unit
The vertically-mounted height of plate 1.The first fixed screw 23a is for connecting the fixing seat 21 and the riser portion 32.
Preferably, referring to Fig. 6 and Fig. 7, at one end in the fixing seat 21 equipped with the adjusting bolt 22, it is additionally provided with protrusion
In 21 surface of fixing seat and the reinforcing portion 25 in the riser portion 32 is blocked, and it is perpendicular using the second fixed screw 23b to be connected and fixed this
Plate portion 32 and the reinforcing portion 25.
Preferably, referring to Fig. 7, the side of the fixing seat 21 penetrate the heat insulation layer 42 and first position limiting structure 11 or
Between second position limiting structure 12, and sequentially pass through using the first fixing bolt 26 first empty frames portion of first position limiting structure 11
The second empty frames portion 2a, fixing seat 21 and heat insulation layer 42 of 1a or second position limiting structure 12 achieve a fixed connection, and make to connect
It connects more firm.
Preferably, referring to Fig. 8 and Fig. 9, a magnetic control alarm 5 can also be set on platform code 3.The magnetic control alarm
5 include indicating member 51, reed switch circuit 52 and magnet 53.The reed switch circuit 52 electrically connects with the indicating member 51
It connects, which is set on the platform code 3, and the end bottom of one end which connect with civil engineering structure 01 is equipped with
Cavity is set to the cavity bottom, the magnet for accommodating the reed switch circuit 52 and the magnet 53, the reed switch circuit 52
53 are set to the surface and 52 corresponding position of reed switch circuit of civil engineering structure 01.The working principle of magnetic control alarm 5 is to work as
The reed switch circuit 52 and the magnet 5 can trigger indicating member 51 when separating preset distance, this preset distance generally can be by
The variation of magnetic force of the magnet 53 is adjusted.When practical application, the connection between platform code 3 and civil engineering structure 01 is it is possible that pine
Dynamic, when loosening, the end of the platform code 3 is easy to leave the surface of civil engineering structure 01, so that indicating member 51 is triggered, this
Be conducive to that staff is reminded to overhaul in time, the unit plate 1 of curtain wall is avoided the case where falling suddenly occur.Particularly with personnel
The curtain-walling section for flowing intensive overlying regions ensures the safety of pedestrian with greater need for such security mechanism.Preferably, the warning
Component 51 can be LED flashing light or buzzer.
In the description of this specification, reference term " embodiment ", " certain embodiments ", " schematically implementation
What the description of mode ", " example ", " specific example " or " some examples " etc. meant to describe in conjunction with the embodiment or example
Particular features, structures, materials, or characteristics are contained at least one embodiment or example of the invention.In this specification
In, schematic expression of the above terms are not necessarily referring to identical embodiment or example.Moreover, the specific spy of description
Sign, structure, material or feature can be combined in any suitable manner in any one or more embodiments or example.
In conclusion although the present invention has been disclosed above in the preferred embodiment, but above preferred embodiment is not to limit
The system present invention, those skilled in the art can make various changes and profit without departing from the spirit and scope of the present invention
Decorations, therefore protection scope of the present invention subjects to the scope of the claims.
Claims (8)
1. a kind of high displacement curtain wall for adapting to geological process, which is characterized in that including multiple platform codes, multiple weights-hoists and multiple lists
First plate；Multiple unit plates are arranged in array spacings, and the edge of each unit plate is equipped with position limiting structure, any phase
Adjacent two unit plates realize non-contact limit by the position limiting structure to limit between two unit plates in shake
Relative shift；The weights-hoist, the phase of two laterally adjacent unit plates are equipped at left and right sides of each unit plate
The platform code is connect two of the adjacent side weights-hoists with one, and the platform code with civil engineering structure for connecting.
2. the high displacement curtain wall according to claim 1 for adapting to geological process, which is characterized in that the side of the unit plate
Position limiting structure be the first position limiting structure, first position limiting structure include the first empty frames portion and grafting groove；The unit plate
The opposite other side is equipped with the second position limiting structure, which includes the second empty frames portion and grafting pillar；The grafting groove
It is non-contact grafting with the grafting pillar.
3. the high displacement curtain wall according to claim 2 for adapting to geological process, which is characterized in that the unit plate includes glass
Glass layer and heat insulation layer；The side of the heat insulation layer is equipped with the position limiting structure, which is close to the heat insulation layer
Surface is arranged and connect with the position limiting structure.
4. the high displacement curtain wall according to claim 3 for adapting to geological process, which is characterized in that a left side for the heat insulation layer
Side is equipped with first position limiting structure, and right side is equipped with second position limiting structure, and upside is equipped with second position limiting structure, and downside is equipped with should
First position limiting structure；The glassy layer be close to the surface setting of the heat insulation layer and two sides respectively with the heat insulation layer or so two
First position limiting structure of side and the connection of the second position limiting structure.
5. the high displacement curtain wall according to claim 2 for adapting to geological process, which is characterized in that the platform code includes being used for
Constitute lateral piece and the riser portion of the hardened structure of L-type；The lateral piece is connect with civil engineering structure, which connect with the weights-hoist.
6. the high displacement curtain wall according to claim 5 for adapting to geological process, which is characterized in that the weights-hoist includes fixing
Seat adjusts bolt and the first fixed screw；The side of the fixing seat is connect with the unit plate, and the other side is equipped with U-type groove, the U
Type groove is sheathed in the riser portion of the platform code；The adjusting bolt is arranged in the U-type groove and contacts with the riser portion to be used for
Adjust the vertically-mounted height of the unit plate；First fixed screw is for connecting the fixing seat and the riser portion.
7. the high displacement curtain wall according to claim 6 for adapting to geological process, which is characterized in that wear the side of the fixing seat
Enter between the unit plate and first position limiting structure or second position limiting structure, and sequentially pass through this using the first fixing bolt
First empty frames portion of the first position limiting structure or the second empty frames portion, fixing seat and unit plate of second position limiting structure are realized solid
Fixed connection.
8. the high displacement curtain wall according to claim 3 for adapting to geological process, which is characterized in that if the glassy layer can be by
Dry block glass synusia is spliced, and the glassy layer being spliced is identical as heat insulation layer area, each piece of glassy layer
Piece is connect with the heat insulation layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910208523.8A CN109779108A (en) | 2019-03-19 | 2019-03-19 | A kind of high displacement curtain wall adapting to geological process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910208523.8A CN109779108A (en) | 2019-03-19 | 2019-03-19 | A kind of high displacement curtain wall adapting to geological process |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109779108A true CN109779108A (en) | 2019-05-21 |
Family
ID=66488393
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910208523.8A Pending CN109779108A (en) | 2019-03-19 | 2019-03-19 | A kind of high displacement curtain wall adapting to geological process |
Country Status (1)
| Country | Link |
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| CN (1) | CN109779108A (en) |
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| CN102444227A (en) * | 2011-09-20 | 2012-05-09 | 沈阳远大铝业工程有限公司 | Waterproof heat insulation unit type curtain wall |
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| CN202809922U (en) * | 2012-09-11 | 2013-03-20 | 苏州柯利达装饰股份有限公司 | Three-dimensional adapter of universal unit curtain wall |
| CN205369618U (en) * | 2016-02-06 | 2016-07-06 | 余卫平 | Glass curtain wall building's shade box structure |
| CN206012457U (en) * | 2016-08-17 | 2017-03-15 | 国网天津市电力公司 | A kind of anti-lost warning system of car plate |
| CN206408792U (en) * | 2016-11-28 | 2017-08-15 | 浙江亚厦幕墙有限公司 | A kind of position limiting structure of unit glass curtain wall connecting plate |
| CN206917022U (en) * | 2017-07-04 | 2018-01-23 | 广州科思达建筑技术咨询有限公司 | A kind of novel curtain wall aluminium sheet external hanging device |
| CN209924217U (en) * | 2019-03-19 | 2020-01-10 | 广东科腾幕墙有限公司 | High-displacement curtain wall adaptive to earthquake action |
-
2019
- 2019-03-19 CN CN201910208523.8A patent/CN109779108A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102444227A (en) * | 2011-09-20 | 2012-05-09 | 沈阳远大铝业工程有限公司 | Waterproof heat insulation unit type curtain wall |
| CN102518234A (en) * | 2011-12-19 | 2012-06-27 | 沈阳远大铝业工程有限公司 | Hurricane-resistant unitized curtain wall |
| CN202809922U (en) * | 2012-09-11 | 2013-03-20 | 苏州柯利达装饰股份有限公司 | Three-dimensional adapter of universal unit curtain wall |
| CN205369618U (en) * | 2016-02-06 | 2016-07-06 | 余卫平 | Glass curtain wall building's shade box structure |
| CN206012457U (en) * | 2016-08-17 | 2017-03-15 | 国网天津市电力公司 | A kind of anti-lost warning system of car plate |
| CN206408792U (en) * | 2016-11-28 | 2017-08-15 | 浙江亚厦幕墙有限公司 | A kind of position limiting structure of unit glass curtain wall connecting plate |
| CN206917022U (en) * | 2017-07-04 | 2018-01-23 | 广州科思达建筑技术咨询有限公司 | A kind of novel curtain wall aluminium sheet external hanging device |
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