CN205986728U - Large -scale roof boarding photovoltaic support - Google Patents
Large -scale roof boarding photovoltaic support Download PDFInfo
- Publication number
- CN205986728U CN205986728U CN201620561991.5U CN201620561991U CN205986728U CN 205986728 U CN205986728 U CN 205986728U CN 201620561991 U CN201620561991 U CN 201620561991U CN 205986728 U CN205986728 U CN 205986728U
- Authority
- CN
- China
- Prior art keywords
- angle steel
- roof
- cant beam
- steel
- sloping
- 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
Classifications
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- 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
- 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
- Y02B10/20—Solar thermal
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- 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
- Y02E10/40—Solar thermal energy, e.g. solar towers
- Y02E10/47—Mountings or tracking
-
- 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 utility model relates to a large -scale roof boarding photovoltaic support, including the angle steel sloping, angle steel sloping both ends are the angle cleat stand respectively, is equipped with the steel sheet through structure glue on current roofing, the angle steel stand is located on the steel sheet, the angle steel sloping is many of parallel arrangement, is equipped with two row at least turn -up channel -section steels rather than the quadrature on the angle steel sloping, the turn -up channel -section steel passes through spring bolt and connects solar cell panel. The beneficial effects of the utility model are that: adopt the design of " zero concrete foundation ", make prestressing force double T board can reduce the bearing to it can install photovoltaic power generation system like the cast in situ concrete roof to adapt to this type of roof, can not lead to this type of roof can't develop the utilization because of prestressing force double T board. Changed the mode of the cement of concrete roof adoption in the past buttress as the basis, developed a brand -new adoption the 150x150x5 steel sheet is as photovoltaic support basis, the photovoltaic support with 150x150x5's steel sheet seat mix design.
Description
Technical field
This utility model is related to a kind of photovoltaic bracket, more particularly, to large roof slab photovoltaic bracket.
Background technology
Distributed roof photovoltaic generation is typically mounted above the roof of industrial premises, and current domestic industry Factory Building is according to shape
Shape can be largely classified into color steel roofing, concrete roof (accessible roof and non-accessible roof), T plate roofing, Large-scale Roof
Plank house face three class, and T plate and large roof slab, because the problem of roof load-bearing, are difficult to be propped up with the photovoltaic using cast-in-place concrete
The mounting means of frame is constructed, and leads to a lot of photovoltaic enterprises to abandon such idle roof.
Utility model content
The purpose of this utility model is to overcome deficiency of the prior art, provide a kind of rational in infrastructure, reduce load-bearing, safety
Large roof slab photovoltaic bracket stable, that reliability is high.
This large roof slab photovoltaic bracket, including angle steel cant beam, described angle steel cant beam two ends angle cleat column respectively,
Existing roofing is provided with steel plate by structure glue, on steel plate, described angle steel cant beam is to be arranged in parallel to described angle steel column
Many, angle steel cant beam is provided with the orthogonal to that lipped channel of at least two rows, and described lipped channel is connected by spring bolt
Solar panel.
As preferred：Described angle steel cant beam and angle steel column junction are respectively equipped with oval bolt hole and are connected by bolt
Connect, oval bolt hole is parallel with angle steel cant beam and angle steel strut length direction respectively.
The beneficial effects of the utility model are：Using the mentality of designing of " zero concrete foundation ", enable prestressing force T plate
Reduce load-bearing, photovoltaic generating system can be installed as cast-in-place concrete roof to adapt to this kind of roof, will not be because of
Prestressing force T plate and lead to this kind of roof cannot be carried out develop.Changing conventional concrete roof adopts cement buttress to make
Based on pattern, develop a kind of brand-new using -150x150x5 steel plate as photovoltaic bracket basis, photovoltaic bracket with -
The steel plate seat matching design of 150x150x5；Photovoltaic generation industry is particularly higher than larger, net purchase electricity price in power consumption
Factory, usual factory roof area is very big, and roof is open smooth, is adapted to fit photovoltaic array；Simultaneously because power load is larger,
Distributed photovoltaic power generation can accomplish on-site elimination, offsets a part of net purchase electricity, thus saving the electricity charge of user.
Brief description
Fig. 1 is this utility model planar structure schematic diagram；
Fig. 2 is the 1-1 sectional view of Fig. 1；
Fig. 3 is the 2-2 sectional view of Fig. 1；
Fig. 4 is angle steel cant beam 5 and angle steel column 4 junction partial view；
Fig. 5 is angle steel cant beam 5 and angle steel column 4 junction partial view；
Fig. 6 is the 3-3 sectional view of Fig. 2；
Description of reference numerals：Steel plate 1, structure glue 2, roofing 3, angle steel column 4, angle steel cant beam 5, lipped channel 6, spring spiral shell
Bolt 7, solar panel 8, oval bolt hole 9.
Specific embodiment
With reference to embodiment, this utility model is described further.The explanation of following embodiments is only intended to help reason
Solution this utility model.It should be pointed out that for those skilled in the art, without departing from this utility model principle
On the premise of, this utility model can also be carried out with some improvement and modify, these improve and modification also falls into this utility model
In scope of the claims.
As shown in Figures 1 to 6, this large roof slab photovoltaic bracket, including angle steel cant beam 5, described angle steel cant beam 5 two ends
Respectively angle cleat column 4, is provided with steel plate 1 by structure glue 2 on existing roofing 3, described angle steel column 4 on steel plate 1,
Described angle steel cant beam 5 is many being arranged in parallel, and angle steel cant beam 5 is provided with the orthogonal to that lipped channel 6 of at least two rows, described
Lipped channel 6 connects solar panel 8 by spring bolt 7.Described angle steel cant beam 5 is set respectively with angle steel column 4 junction
There is oval bolt hole 9 and be bolted, oval bolt hole 9 is put down with angle steel cant beam 5 and angle steel column 4 length direction respectively
OK.
This utility model base adopts the steel plate 1 of -150x150x5, using external pasting formed steel construction glue 2 (epoxide-resin glue
Stick) it is pasted on T plate two girt strip.The angle steel of L50x5 is welded on -150x150x5 steel plate before and after as photovoltaic bracket
Angle steel column 4, adopts the angle steel cant beam 5 as whole photovoltaic bracket for the angle steel of L50x5x, utilizes between front-and-back angle steel column 4
The bolt connection with spring shim of M8x25, is rolled up using [41x41x2.5] cold bending thin wall between angle steel cant beam 5 and angle steel cant beam 5
Side channel-section steel 6 is attached, and is attached using hexagonal connecting bolt in M8, and it is fixing that solar photovoltaic assembly passes through spring bolt 7
On [41x41x2.5] cold-formed thin-walled lipped channel-section 6.
Claims (2)
1. a kind of large roof slab photovoltaic bracket is it is characterised in that include angle steel cant beam (5), described angle steel cant beam (5) two ends are divided
Other angle cleat column (4), is provided with steel plate (1) by structure glue (2) existing roofing (3) is upper, described angle steel column (4) located at
On steel plate (1), described angle steel cant beam (5) is many being arranged in parallel, and it is orthogonal to that angle steel cant beam (5) is provided with least two rows
Lipped channel (6), described lipped channel (6) connects solar panel (8) by spring bolt (7).
2. large roof slab photovoltaic bracket according to claim 1 it is characterised in that：Described angle steel cant beam (5) and angle steel
Column (4) junction is respectively equipped with oval bolt hole (9) and is bolted, oval bolt hole (9) respectively with angle steel cant beam
(5) parallel with angle steel column (4) length direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620561991.5U CN205986728U (en) | 2016-06-12 | 2016-06-12 | Large -scale roof boarding photovoltaic support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620561991.5U CN205986728U (en) | 2016-06-12 | 2016-06-12 | Large -scale roof boarding photovoltaic support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205986728U true CN205986728U (en) | 2017-02-22 |
Family
ID=58020907
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620561991.5U Expired - Fee Related CN205986728U (en) | 2016-06-12 | 2016-06-12 | Large -scale roof boarding photovoltaic support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205986728U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105978455A (en) * | 2016-06-12 | 2016-09-28 | 浙江精工能源科技集团有限公司 | Large roof boarding photovoltaic support |
| US10633852B2 (en) * | 2016-04-17 | 2020-04-28 | Majid Janabi | Reproducible building structure |
-
2016
- 2016-06-12 CN CN201620561991.5U patent/CN205986728U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10633852B2 (en) * | 2016-04-17 | 2020-04-28 | Majid Janabi | Reproducible building structure |
| CN105978455A (en) * | 2016-06-12 | 2016-09-28 | 浙江精工能源科技集团有限公司 | Large roof boarding photovoltaic support |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Shanghai Green Building Solar System Technology Co., Ltd. Assignor: ZHEJIANG JINGGONG ENERGY TECHNOLOGY GROUP CO., LTD. Contract record no.: 2017330000076 Denomination of utility model: Large roof boarding photovoltaic support Granted publication date: 20170222 License type: Exclusive License Record date: 20170531 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190711 Address after: Room 2101, 21st Floor, 999 and 1009 Li'an Road, Minhang District, Shanghai 201100 Patentee after: Shanghai Green Building Solar System Technology Co., Ltd. Address before: 310052 16A, Zhong Cai building, 68 Tong he road, Binjiang District, Hangzhou, Zhejiang Patentee before: ZHEJIANG JINGGONG ENERGY TECHNOLOGY GROUP CO., LTD. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170222 Termination date: 20200612 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |