CN101969077B - Framework and photovoltaic panel module and system using same - Google Patents
Framework and photovoltaic panel module and system using same Download PDFInfo
- Publication number
- CN101969077B CN101969077B CN2010102595776A CN201010259577A CN101969077B CN 101969077 B CN101969077 B CN 101969077B CN 2010102595776 A CN2010102595776 A CN 2010102595776A CN 201010259577 A CN201010259577 A CN 201010259577A CN 101969077 B CN101969077 B CN 101969077B
- Authority
- CN
- China
- Prior art keywords
- wall
- photovoltaic panel
- slit
- cushion wall
- framework
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B10/00—Integration of renewable energy sources in buildings
- Y02B10/10—Photovoltaic [PV]
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Landscapes
- Photovoltaic Devices (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
The invention discloses a framework and a photovoltaic panel module and a photovoltaic panel system using the same. The framework comprises a bottom plate, a supporting wall, an upper lip plate, a lower lip plate and a buffer wall. The supporting wall is upwards extended longitudinally or roughly vertically from the bottom plate. The upper lip plate and the lower lip plate are inwards extended from the top of the supporting wall respectively. The buffer wall is downwards extended from the lower lip plate, a slit is formed between the buffer wall and the bottom plate, and the slit is as long as the buffer wall. By controlling the width of the slit, the supporting wall of the framework can be matched with the bending tolerance of different photovoltaic panels so as to prevent the photovoltaic panels from cracking due to local over-bending.
Description
Technical field
The invention relates to a kind of photovoltaic panel module, and particularly relevant for a kind of support structure designs of photovoltaic panel module.
Background technology
Because international energy is short, countries in the world continue the various feasible alternative energy sources of research and development always at present, wherein with photovoltaic panel, for example: solar panel, attracted attention most.But but solar panel has discarded object easy to use, inexhaustible, nexhaustible, no, pollution-free, do not have part of rotation, noiselessness radiation-inhibiting heat, long service life, size vary and combine with the building work and advantage such as universalness, so the manufacturing technology of solar panel more and more comes into one's own.
The solar panel module mostly is set up on the outdoor roof at present, uses the electric energy output that reception at any time shines upon and changes.Because the solar panel module rack is located at the open air, except bearing high low temperature, needs change, also want to bear the external force (high wind that for example typhoon brought etc.) that weather brings.Therefore, the solar panel Module Design has the safety test of bearing external force, uses and satisfies some zone or some national safety standard.
Please with reference to Fig. 9, its photovoltaic panel module that illustrates a kind of prior art is born the profile after the external force.Multiple safety test wherein a kind of is to let the upper surface of photovoltaic panel 220 of photovoltaic panel module 200 bear uniform application of force F, causes the bending of photovoltaic panel 220.In the process of test, if the intensity of the knee wall 254 of framework 250 a little less than, knee wall 254 also can be crooked.When knee wall 254 overbendings, be easy to cause photovoltaic panel 220 local overbendings and break (the for example part in the middle of the photovoltaic panel 220).
Please with reference to Figure 10, its photovoltaic panel module that illustrates another kind of prior art is born the profile after the external force.In the test status of another kind of photovoltaic panel module 202, the upper surface of photovoltaic panel 222 bears uniform application of force F, causes the bending of photovoltaic panel 222.The intensity of the knee wall 256 of the framework 252 of photovoltaic panel module 202 is big than the knee wall 254 of Fig. 9, makes that knee wall 256 is crooked hardly in the process of test.When knee wall 256 is not crooked, in the process of test, photovoltaic panel 222 in both sides 258 local buckling meeting maximum, also can cause breaking of panel.
Test result by two kinds of above-mentioned existing photovoltaic panel modules can be known; The crooked permission of photovoltaic panel need cooperate its appropriate support wall intensity; Just can make the photovoltaic panel module when forces testing, can not cause the excessive situation of local buckling, also just can prevent breaking of photovoltaic panel.
Yet, in realistic situation, because the crooked permission of photovoltaic panel can be different because of material different and processing procedure.How to design suitable photovoltaic panel framework, and its knee wall intensity can cooperate the crooked permission of photovoltaic panel, very big degree of difficulty arranged on practice and need expend very big manpower and cost.How to solve the above problems is that the people of this technical field expects.
Summary of the invention
Therefore, the object of the invention provides a kind of photovoltaic panel module that can solve the above problems.
According to above-mentioned purpose, a kind of framework of photovoltaic panel module is provided, it comprises a base plate, a knee wall, a top lip of slice, an aulaeum and a cushion wall.Knee wall from base plate vertically or approximate vertical up extend.Top lip of slice and aulaeum are respectively since the past interior extension in the top of knee wall, and aulaeum is between base plate and top lip of slice.Cushion wall extends longitudinally from aulaeum or base plate.Reinforced ribs is positioned at one side of cushion wall, for example: top margin or base, and and base plate or aulaeum between have a slit.Slit has identical length with cushion wall, reinforced ribs.
According to above-mentioned purpose, the framework of another kind of photovoltaic panel module is provided, it comprises a base plate, a knee wall, a top lip of slice, an aulaeum and two cushion walls.Knee wall from base plate vertically or approximate vertical up extend.Top lip of slice and aulaeum are respectively since the past interior extension in the top of knee wall, and aulaeum is between base plate and top lip of slice.First cushion wall extends below from aulaeum is past.Second cushion wall up extends from base plate, and and first cushion wall between form a slit.Slit all has identical length with first, second cushion wall.
According to one embodiment of the invention, the width range of slit is from 2 millimeters to 10 millimeters.
According to another embodiment of the present invention, the cross-sectional width of reinforced ribs is 2 times to 4 times of cross-sectional width of this cushion wall.
According to another embodiment of the present invention, reinforced ribs and cushion wall have a L shaped cross section or jointly and fall L shaped cross section.
According to another embodiment of the present invention, reinforced ribs and cushion wall have a T section or an inverted T-shaped cross section jointly.
According to another embodiment of the present invention, top lip of slice and aulaeum are parallel.
According to another embodiment of the present invention, knee wall is parallel to cushion wall.
According to above-mentioned purpose, a kind of photovoltaic panel module is provided, it comprises a photovoltaic panel and a kind of as above-mentioned a plurality of frameworks, and these frameworks are in order to fixing all sides of photovoltaic panel.
According to above-mentioned purpose, the photovoltaic panel system of a kind of framework in the roof is provided, it comprises a photovoltaic panel, a kind of as above-mentioned a plurality of frameworks, a plurality of tie-beam and a plurality of clip device.These frameworks are in order to fixing all sides of photovoltaic panel.These tie-beams are used for these frame fixation on it.These clip devices are in order to fix these tie-beams on a plurality of eyelets on a roof.
Description of drawings
Fig. 1 illustrates a kind of framework according to one embodiment of the invention in the photovoltaic panel system on roof;
Fig. 2 illustrates the profile according to a kind of photovoltaic panel module of one embodiment of the invention;
Fig. 3 illustrates along the profile of the 3-3 ' of Fig. 2;
Fig. 4 illustrates the framework according to a kind of photovoltaic panel module of another embodiment of the present invention;
Fig. 5 illustrates the framework according to a kind of photovoltaic panel module of further embodiment of this invention;
Fig. 6 illustrates the framework according to a kind of photovoltaic panel module of yet another embodiment of the invention;
Fig. 7 illustrates the framework according to a kind of photovoltaic panel module of yet another embodiment of the invention;
Fig. 8 illustrates the framework according to a kind of photovoltaic panel module of yet another embodiment of the invention;
The photovoltaic panel module that Fig. 9 illustrates a kind of prior art is born the profile after the external force;
The photovoltaic panel module that Figure 10 illustrates another kind of prior art is born the profile after the external force.
Wherein, Reference numeral:
100: photovoltaic panel module 160: slit
102: roof 160 ': slit
102a: eyelet 160 ": slit
104: tie-beam 161: cushion wall
106: clip device 161a: reinforced ribs
120: photovoltaic panel 161b: reinforced ribs
150: framework 162: bottom outlet
152: base plate W: width
154: knee wall L: length
156: cushion wall d
1: cross-sectional width
156a: reinforced ribs d
2: cross-sectional width
156b: reinforced ribs F: the application of force
157: cushion wall 200: the photovoltaic panel module
157a: reinforced ribs 202: photovoltaic panel module
157b: reinforced ribs 220: photovoltaic panel
158a: top lip of slice 222: photovoltaic panel
158b: aulaeum 250: framework
159: cushion wall 252: framework
159a: reinforced ribs 254: knee wall
159b: reinforced ribs 256: knee wall
258: both sides
Embodiment
Describe the present invention below in conjunction with accompanying drawing and specific embodiment, but not as to qualification of the present invention.
Please with reference to Fig. 1, it illustrates a kind of framework according to one embodiment of the invention in the photovoltaic panel system on roof.The photovoltaic panel system comprises a plurality of photovoltaic panel modules 100 and is locked on a plurality of tie-beams 104.Each tie-beam 104 a plurality of clip devices 106 of mat again is locked on the eyelet on roof 102 on the 102a, so photovoltaic panel module 100 can be firm is attached to roof 102.
Please with reference to Fig. 2, it illustrates the profile according to a kind of photovoltaic panel module of one embodiment of the invention.In order to solve " prior art " mentioned problem, improvement has been done in the design of the framework 150 of photovoltaic panel module 100 especially.Framework 150 comprises base plate 152, knee wall 154, top lip of slice 158a, aulaeum 158b and cushion wall 156 basically.The material of framework 150 can be an aluminum or aluminum alloy.Knee wall 154 from base plate 152 vertically or approximate vertical up extend, and be parallel to cushion wall 156.Top lip of slice 158a and aulaeum 158b are parallel; And past interior extension from the top of knee wall 154; That is along continuous straight runs extends; In between the two, aulaeum 158b is between base plate 152 and top lip of slice 158a to use some or all sides (for example 4 of a rectangular photovoltaic panel sides) of clamping one photovoltaic panel 120.Cushion wall 156 from aulaeum 158b toward extending below, and and base plate 152 between have a slit 160.
Please be simultaneously with reference to Fig. 2,9,10, the difference of the embodiment of comparison diagram 2 and Fig. 9,10 existing photovoltaic panel module.Main difference just is the design of cushion wall 156.In particular, the slit 160 between cushion wall 156 and the base plate 152 is very helpful for " prior art " the mentioned problem of solution.Cushion wall 156 all has the function that supports top lip of slice 158a and aulaeum 158b with knee wall 154.When the upper surface average force of photovoltaic panel 120 (as Fig. 9,10 force-bearing situation), present embodiment can be avoided under the unbending situation of knee wall, and photovoltaic panel is in the splintering problem of the maximum panel that causes of local buckling of both sides.In other words, knee wall 154 needs suitably bending when forces testing.The problem (with reference to the explanation of above-mentioned prior art about Fig. 9) that causes for fear of knee wall 254 overbendings occurs on the knee wall 154, the overbending of cushion wall 156 prevention knee walls 154 that present embodiment is many.When the butt base plate 152 of the bottom of cushion wall 156, just can restrain knee wall 154 and continue crooked.The width W of slit 160 has the function of control knee wall 154 degree of crook.The width W of slit 160 is bigger, and the function of control knee wall 154 degree of crook is littler, and the width W of slit 160 is littler, and the function of control knee wall 154 degree of crook is just bigger.Therefore the slit 160 of different in width just can cooperate the crooked permission of different photovoltaic panels, uses to prevent that photovoltaic panel is because of the crooked situation of breaking of local excessive.
As far as making the framework of photovoltaic panel module, the difficulty of " will utilize the degree of crook of material, THICKNESS CONTROL knee wall 154 " has been howed than the difficulty height of " utilizing the degree of crook of the slit 160 control knee walls 154 between cushion wall 156 and the base plate 152 ".Therefore, as long as can find out the slit width scope that meets the crooked permission of photovoltaic panel module, just need not expend very big manpower and cost and go design and produce proper supporting wall intensity.
After process this case inventor tested multiple photovoltaic panel module, the width W of discovery slit 160 is the demand that can cooperate the crooked permission of present most of photovoltaic panels from 2 millimeters to 10 millimeters.When the width W of slit 160 during less than 2 millimeters, knee wall 154 is can degree of crook too small, for preventing that photovoltaic panel from breaking because of local excessive is crooked and do not have help.When the width W of slit 160 during, easily the most metal knee wall is caused permanent flexural deformation and can't reply original shape, so width W also should not be greater than 10 millimeters greater than 10 millimeters.
A reinforced ribs 156a also can be designed in the base of cushion wall 156.In the present embodiment, the cross-sectional width d of reinforced ribs 156a
2Cross-sectional width d for cushion wall 156
12 times to 4 times, and reinforced ribs 156a and cushion wall 156 have a L shaped cross section jointly.Being designed with of reinforced ribs 156a helps increase the frictional force that cushion wall 156 contacts base plates 152, makes both contacts more firm.
In a preferred embodiment, the cross-sectional width d of the width W of slit 160 and reinforced ribs 156a
2Identical or close, that is the width W of slit 160 also can be the cross-sectional width d of cushion wall 156
12 times to 4 times.Therefore, in the scope of width W under 2 millimeters to 10 millimeters situation, the cross-sectional width d of reinforced ribs 156a
2Scope suggestion between 2 millimeters to 10 millimeters, and the cross-sectional width d of cushion wall 156
1Scope then advise between 0.5 millimeter to 5 millimeters.Through above-mentioned design; Reinforced ribs 156a can increase the contact area of reinforced ribs 156a and base plate 152 effectively; And the frictional force of increase cushion wall 156 contact base plates 152; Make cushion wall 156 be difficult for sliding at contact base plate 152, so that the ability of control knee wall 154 degree of crook firmly to be provided along horizontal direction.
Please with reference to Fig. 3, it illustrates along the profile of the 3-3 ' hatching line of Fig. 2.Profile can be known thus, and cushion wall 156, reinforced ribs 156a separate with base plate 152 mat slits 160 fully, and in other words, slit 160 has identical length L with cushion wall 156, reinforced ribs 156a.In a preferred embodiment, also side edge length or the peripheral length with framework 150 is identical for the length of slit 160 and cushion wall 156, that is can slit 160 and cushion wall 156 be set at arbitrary side or four sides of framework 150.In addition, in another preferred embodiment, the width W of slit 160 all is identical from left to right, and slit 160 offers the cushion space of cushion wall 156 can be consistent.
The design of the reinforced ribs on cushion wall 156 bases, except the 156a of above-mentioned Fig. 2, also can be like the design of the 156b of Fig. 4.In the present embodiment, the width of slit is identical or close with the cross-sectional width of reinforced ribs 156b, and the cross-sectional width of reinforced ribs 156b is 2 times to 4 times of cross-sectional width of cushion wall 156, and reinforced ribs 156b and cushion wall 156 have an inverted T-shaped cross section jointly.
Please with reference to Fig. 5, it illustrates the framework according to a kind of photovoltaic panel module of further embodiment of this invention.The difference part of the framework of this embodiment and the 2nd or 4 figure is the design of cushion wall and the position of slit.In the present embodiment, cushion wall is divided into two parts.Toward extending below, cushion wall 159 up extends from base plate 152 cushion wall 157 from aulaeum 158b, and and cushion wall 157 between formation one slit 160 '.In the present embodiment, the base of cushion wall 157 has reinforced ribs 157a, and the top margin of cushion wall 159 has reinforced ribs 159a.Slit 160 ' and cushion wall 157,159 and reinforced ribs 157a thereof, 159a all have identical length (the for example length L of the slit 160 of Fig. 3).The width of slit 160 ' is identical or close with the cross-sectional width of reinforced ribs 157a, 159a; The cross-sectional width of reinforced ribs 157a, 159a is 2 times to 4 times of cross-sectional width of cushion wall 157,159; Reinforced ribs 157a and cushion wall 157 have a L shaped cross section jointly, and reinforced ribs 159a and cushion wall 159 have down L shaped cross section jointly.Because the cross-sectional width of cushion wall 157 and cushion wall 159 is usually less than 5 millimeters; For example between 0.5 millimeter to 5 millimeters; Reinforced ribs can increase the contact area between cushion wall 157 and the cushion wall 159, is unlikely when making both butts to take place to slide and the situation of dislocation.When cross-sectional width during less than 0.5 millimeter, the dislocation between cushion wall 157 and the cushion wall 159 can let cushion wall lose the knee wall pooling feature, and knee wall is overbending therefore.And when cross-sectional width during greater than 5 millimeters, for example: cushion wall 159 cross-sectional widths can make cushion wall 159 too thick and heavy greater than 5 millimeters, except increasing the whole weight of framework 150, are unfavorable for beyond the carrying, also can increase the cost of material.
Please with reference to Fig. 6, it illustrates the framework according to a kind of photovoltaic panel module of yet another embodiment of the invention.The difference part of the framework of this embodiment and Fig. 5 is the cross sectional shape of reinforced ribs.In the present embodiment, cushion wall is divided into two parts.Toward extending below, cushion wall 159 up extends from base plate 152 cushion wall 157 from aulaeum 158b, and and cushion wall 157 between formation one slit 160 '.In the present embodiment, the base of cushion wall 157 has reinforced ribs 157b, and the top margin of cushion wall 159 has reinforced ribs 159b.Reinforced ribs 157b and cushion wall 157 have an inverted T-shaped cross section jointly, and reinforced ribs 159b and cushion wall 159 have a T section jointly.Slit 160 ' and cushion wall 157,159 and reinforced ribs 157b thereof, 159b all have identical length (the for example length L of the slit 160 of Fig. 3).Because the cross-sectional width of cushion wall 157 and cushion wall 159 is usually less than 5 millimeters; For example between 0.5 millimeter to 5 millimeters; Reinforced ribs can increase the contact area between cushion wall 157 and the cushion wall 159, is unlikely when making both butts to take place to slide and the situation of dislocation.When cross-sectional width during less than 0.5 millimeter, the dislocation between cushion wall 157 and the cushion wall 159 can let cushion wall lose the knee wall pooling feature, and knee wall is overbending therefore.And when cross-sectional width during greater than 5 millimeters, for example: cushion wall 159 cross-sectional widths can make cushion wall 159 too thick and heavy greater than 5 millimeters, except increasing the whole weight of framework 150, are unfavorable for beyond the carrying, also can increase the cost of material.
Please with reference to Fig. 7, it illustrates the framework according to a kind of photovoltaic panel module of yet another embodiment of the invention.The difference part of the framework of this embodiment and the 2nd or 4 figure is the design of cushion wall and the position of slit.In the present embodiment, cushion wall 161 up extends from base plate 152, and and aulaeum 158b between form a slit 160 ".In the present embodiment, the top margin of cushion wall 161 has reinforced ribs 161a.Slit 160 " all have identical length (the for example length L of the slit 160 of Fig. 3) with cushion wall 161 and reinforced ribs 161a thereof.In the present embodiment, slit 160 " width identical or close with the cross-sectional width of reinforced ribs 161a, the cross-sectional width of reinforced ribs 161a is 2 times to 4 times of cross-sectional width of cushion wall 161, and reinforced ribs 161a and cushion wall 161 have a T section jointly.
Please with reference to Fig. 8, it illustrates the framework according to a kind of photovoltaic panel module of yet another embodiment of the invention.The difference part of the framework of this embodiment and Fig. 7 is the design of reinforced ribs.In the present embodiment, the width of slit is identical or close with the cross-sectional width of reinforced ribs 161b, and the cross-sectional width of reinforced ribs 161b is 2 times to 4 times of cross-sectional width of cushion wall 161, and reinforced ribs 161b and cushion wall 161 have down L shaped cross section jointly.
Can know by the invention described above execution mode, use the frame improved design of photovoltaic panel module of the present invention, increase by a cushion wall, and design a slit between the base and base plate of cushion wall.Through the width of control slit, make the knee wall of framework prevent that with regard to cooperating the crooked permission of different photovoltaic panels, using photovoltaic panel is because of the crooked situation of breaking of local excessive.When the said frame improvement design was applied to the photovoltaic panel system on outdoor roof, the intensity of the external force that photovoltaic panel can bear more improved again.
Certainly; The present invention also can have other various embodiments; Under the situation that does not deviate from spirit of the present invention and essence thereof; Those of ordinary skill in the art work as can make various corresponding changes and distortion according to the present invention, but these corresponding changes and distortion all should belong to the protection range of the appended claim of the present invention.
Claims (9)
1. a framework is characterized in that, comprises at least:
One base plate;
One knee wall up extends from this base plate;
One top lip of slice, an aulaeum, the past interior extension from the top of this knee wall, and this aulaeum is between this base plate and this top lip of slice;
One cushion wall extends longitudinally from this aulaeum or this base plate; And
One reinforced ribs is positioned at one side of this cushion wall, and and this base plate or this aulaeum between have a slit, this slit has identical length with this cushion wall, this reinforced ribs;
The width range of this slit is from 2 millimeters to 10 millimeters.
2. framework according to claim 1 is characterized in that, the cross-sectional width of this reinforced ribs is 2 times to 4 times of cross-sectional width of this cushion wall.
3. framework according to claim 1 is characterized in that, this reinforced ribs and this cushion wall have a L shaped cross section or jointly and fall L shaped cross section.
4. framework according to claim 1 is characterized in that, this reinforced ribs and this cushion wall have a T section or an inverted T-shaped cross section jointly.
5. framework according to claim 1 is characterized in that, this top lip of slice and this aulaeum are parallel.
6. framework according to claim 1 is characterized in that this knee wall is parallel to this cushion wall.
7. a framework is characterized in that, comprises at least:
One base plate;
One knee wall up extends from this base plate;
One top lip of slice, an aulaeum, the past interior extension from the top of this knee wall, and this aulaeum is between this base plate and this top lip of slice;
One first cushion wall extends below from this aulaeum is past; And
One second cushion wall up extends from this base plate, and and first cushion wall between form a slit, first and second cushion wall of this slit and this all has identical length;
The width range of this slit is from 2 millimeters to 10 millimeters.
8. a photovoltaic panel module is characterized in that, comprises at least:
One photovoltaic panel; And
A kind of wherein arbitrary a plurality of frameworks like claim 1 to 7 are in order to the fixing all sides of this photovoltaic panel.
9. a framework is characterized in that in the photovoltaic panel system on roof, comprises at least:
One photovoltaic panel;
A plurality of wherein arbitrary frameworks like claim 1 to 7 are in order to the fixing all sides of this photovoltaic panel;
A plurality of tie-beams supply these frame fixation on it; And
A plurality of clip devices, fixing these tie-beams are on a plurality of eyelets on a roof.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102595776A CN101969077B (en) | 2010-08-19 | 2010-08-19 | Framework and photovoltaic panel module and system using same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102595776A CN101969077B (en) | 2010-08-19 | 2010-08-19 | Framework and photovoltaic panel module and system using same |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101969077A CN101969077A (en) | 2011-02-09 |
| CN101969077B true CN101969077B (en) | 2012-09-05 |
Family
ID=43548199
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010102595776A Expired - Fee Related CN101969077B (en) | 2010-08-19 | 2010-08-19 | Framework and photovoltaic panel module and system using same |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101969077B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA3203352A1 (en) | 2020-12-23 | 2022-06-30 | Benjamin C. DE FRESART | Photovoltaic module deflection limiter |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007019300A (en) * | 2005-07-08 | 2007-01-25 | Kyoto Electronics Kk | Photovoltaic power generator |
| WO2007062633A2 (en) * | 2005-11-30 | 2007-06-07 | Solarwatt Solar-Systeme Ag | Panel form photovoltaic frameless solar module |
| JP3947556B1 (en) * | 2006-08-31 | 2007-07-25 | エンゼル工業株式会社 | Waterproof terminal box for solar cell module and solar cell system using the same |
-
2010
- 2010-08-19 CN CN2010102595776A patent/CN101969077B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007019300A (en) * | 2005-07-08 | 2007-01-25 | Kyoto Electronics Kk | Photovoltaic power generator |
| WO2007062633A2 (en) * | 2005-11-30 | 2007-06-07 | Solarwatt Solar-Systeme Ag | Panel form photovoltaic frameless solar module |
| JP3947556B1 (en) * | 2006-08-31 | 2007-07-25 | エンゼル工業株式会社 | Waterproof terminal box for solar cell module and solar cell system using the same |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101969077A (en) | 2011-02-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101802324B (en) | Fixing structure of solar battery module, frame for the solar battery module, and fixing member | |
| US8595997B2 (en) | Panel fastening system | |
| US9331222B2 (en) | Photovoltaic device | |
| CN106411233B (en) | Adapt to the easy expanded type floating on water photovoltaic power generation apparatus of stormy waves environment and installation method | |
| US8656660B2 (en) | Rooftop module interlock system | |
| US20090211625A1 (en) | Photovoltaic module with a wind suction securing device and method of production | |
| CN102892962A (en) | Solar cell module support structure, method for installing the support structure, and solar photovoltaic system using the support structure | |
| WO2023226893A1 (en) | Color steel tile for mounting photovoltaic module and color steel tile device | |
| US20150083199A1 (en) | Photovoltaic power generation system | |
| US20210184623A1 (en) | Slide-in rail for supporting photovoltaic module and mounting assembly of photovoltaic module | |
| JP6367981B2 (en) | Solar tile and solar tile system | |
| CN101969077B (en) | Framework and photovoltaic panel module and system using same | |
| JP2005290755A (en) | Supporting device for solar battery panel | |
| CN202231029U (en) | Solar battery panel hook | |
| JP2014025288A (en) | Solar car port | |
| JP2013177789A (en) | Fitting device and fitting method of frame for rooftop equipment installation | |
| JP2017002656A (en) | Frame for fitting solar power generation panel, and solar power generation device | |
| JP3209365U (en) | Solar panel installation equipment | |
| JP2016158379A (en) | Panel material support structure | |
| CN212671047U (en) | Novel roof photovoltaic support | |
| CN110295743B (en) | Window position fixed top bottom support template | |
| JP2016217041A (en) | Roof tile and photovoltaic power generation system | |
| WO2017138251A1 (en) | Affixation fitting and photovoltaic power generation device | |
| TWI386610B (en) | Support frame and photovoltaic panel module and system using the same | |
| EP2530405A1 (en) | Support structure for solar panels |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| 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: 20120905 Termination date: 20200819 |