CN221545906U - Photovoltaic power plant building reinforcing top beam - Google Patents
Photovoltaic power plant building reinforcing top beam Download PDFInfo
- Publication number
- CN221545906U CN221545906U CN202322820434.3U CN202322820434U CN221545906U CN 221545906 U CN221545906 U CN 221545906U CN 202322820434 U CN202322820434 U CN 202322820434U CN 221545906 U CN221545906 U CN 221545906U
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- Prior art keywords
- support frame
- frame
- side support
- reinforcement
- slot
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- 230000003014 reinforcing effect Effects 0.000 title abstract description 39
- 230000002787 reinforcement Effects 0.000 claims description 56
- 230000008878 coupling Effects 0.000 claims description 19
- 238000010168 coupling process Methods 0.000 claims description 19
- 238000005859 coupling reaction Methods 0.000 claims description 19
- 238000009434 installation Methods 0.000 description 6
- 238000010248 power generation Methods 0.000 description 4
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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
- 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
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
The utility model discloses a reinforced top beam of a photovoltaic power station factory building, which comprises a first side support frame, a second side support frame, a middle support frame and a main beam, wherein the top surfaces of the first side support frame, the second side support frame and the middle support frame are in contact with the main beam, a transverse reinforcing frame is fixedly connected between one side, close to each other, of the middle support frame and the first side support frame and between one side, close to each other, of the second side support frame, respectively, of the middle support frame, and the top surfaces of the two transverse reinforcing frames are fixedly connected with one end of a vertical reinforcing frame respectively. According to the utility model, the transverse reinforcing frames, the vertical reinforcing frames, the auxiliary triangular reinforcing frames and the like are arranged to form a whole reinforcing top beam structure in cooperation with the main beam, so that the pressure born by the main beam is effectively dispersed to each reinforcing frame, the main beam is reinforced and stabilized, the bearing capacity of the top beam is improved, the strength and the stability of the top beam are enhanced, the collapse condition of a factory building roof caused by insufficient bearing capacity of the top beam is reduced, and the top beam is further reinforced and stabilized by arranging a plurality of inclined reinforcing frames.
Description
Technical Field
The utility model relates to the technical field of photovoltaic power station plants, in particular to a reinforcing top beam of a photovoltaic power station plant.
Background
Among various renewable energy sources, the solar energy coverage area is wide, the solar energy source is inexhaustible clean energy source, and the solar photovoltaic power generation technology is the fastest growing and forefront research field in the current solar energy utilization field. The solar photovoltaic power generation has the advantages of cleanness, safety, convenience, high efficiency, reproducibility, sustainable development and the like. Solar cell modules (photovoltaic panels) are important components of power generation systems, which need to be located in place to absorb solar energy. The roof of the industrial factory building is an ideal place for placing the photovoltaic panel because of large area and flatness, and is suitable for the construction of roof photovoltaic power generation projects. If the relevant equipment of the photovoltaic power plant is to be installed on the roof, the roof top beam must be structurally reinforced before it can be safely used.
For example, chinese patent publication No. CN205776732U discloses a steel structure plant assembly frame, which at least includes a side support column, a middle support column, a top beam, bolts, a fixing angle frame and a reinforcing frame, wherein the side support column is located at two sides, the middle support column is located in the middle of the two support columns, a sleeve is fixedly connected to the upper end of the side support column, the upper end of the middle support column is designed into a sleeve structure, plugs corresponding to the sleeve are provided at two ends of the top beam, connecting pipes corresponding to the sleeve are provided at the middle part of the top beam, the top beam is connected with the side support column and the middle support column through the cooperation of the plugs and the sleeves and the cooperation of the connecting pipes and the sleeve, and is further fixed by bolts, two ends of the fixing angle frame are respectively fixedly connected with two sides of the top beam through bolts, and the reinforcing frame is located at the top of the top beam and is welded with the top beam.
But the existing factory building reinforcing top beam is reinforced and stabilized only by welding the reinforcing frame, the strength and stability of the reinforcing top beam are weaker, and the bearing capacity is easy to be insufficient, so that the factory building roof collapses.
Therefore, a reinforced top beam of a photovoltaic power station plant is provided for solving the problems.
Disclosure of utility model
The utility model aims to provide a reinforced top beam of a photovoltaic power station factory building so as to solve the problems in the background art.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a photovoltaic power plant consolidates back timber, includes side support frame one, side support frame two, well support frame, girder, side support frame one, side support frame two, well support frame top surface contact girder, between the side that side support frame one is close to each other and between the side that side support frame two are close to each other respectively the rigid coupling horizontal reinforcement frame, two horizontal reinforcement frame top surface rigid coupling vertical reinforcement frame one end respectively, two vertical reinforcement frame top all rigid coupling girder, two horizontal reinforcement frame top surface rigid coupling a plurality of supplementary triangular reinforcement frame bottom respectively, a plurality of supplementary triangular reinforcement frame top all rigid coupling girder.
Preferably, the first side support frame is provided with a first slot, the second side support frame is provided with a second slot, and the top surface of the middle support frame is provided with a third slot.
Preferably, the two ends of the bottom surface of the main beam are fixedly connected with the first installation blocks respectively, the middle position of the bottom surface of the main beam is fixedly connected with the second installation blocks, and the number of the first installation blocks is two.
Preferably, the first slot and the second slot are respectively inserted with the first mounting block, and the third slot is internally inserted with the second mounting block.
Preferably, the first mounting block positioned in the first slot is connected with the first side support frame through a fastening bolt, the first mounting block positioned in the second slot is connected with the second side support frame through a fastening bolt, and the second mounting block and the middle support frame are connected through a fastening bolt.
Preferably, two ends of the bottom surface of the transverse reinforcement frame are fixedly connected with ends of the transverse reinforcement frame respectively, the number of the transverse reinforcement frames is four, wherein two ends of the transverse reinforcement frame, which are far away from the transverse reinforcement frame, are fixedly connected with middle support frames, one of the transverse reinforcement frames is far away from the end fixedly connected side support frames I of the transverse reinforcement frame, and the other transverse reinforcement frame is far away from the end fixedly connected side support frames II of the transverse reinforcement frame.
Compared with the prior art, the utility model has the beneficial effects that:
According to the utility model, the transverse reinforcing frames, the vertical reinforcing frames, the auxiliary triangular reinforcing frames and the like are arranged to form a whole reinforcing top beam structure in cooperation with the main beam, so that the pressure born by the main beam is effectively dispersed to each reinforcing frame, the main beam is reinforced and stabilized, the bearing capacity of the top beam is improved, the strength and the stability of the top beam are enhanced, the collapse condition of a factory building roof caused by insufficient bearing capacity of the top beam is reduced, and the top beam is further reinforced and stabilized by arranging a plurality of inclined reinforcing frames.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic elevational view of the present utility model;
fig. 3 is a schematic cross-sectional elevation view of the present utility model.
In the figure: 1. a first side support frame; 11. a first slot; 2. a second side support frame; 21. a second slot; 3. a middle support frame; 31. a slot III; 4. a main beam; 41. a first mounting block; 42. a second mounting block; 5. a fastening bolt; 6. a transverse reinforcement frame; 7. a vertical reinforcing frame; 8. an auxiliary triangular reinforcing frame; 9. and (5) obliquely reinforcing the frame.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Example 1:
Referring to fig. 1-3, for a first embodiment of the present utility model, the present utility model provides a technical solution: the utility model provides a photovoltaic power plant consolidates back timber, including side support frame 1, side support frame 2, well support frame 3, girder 4, side support frame 1, side support frame 2, well support frame 3 top surface contact girder 4, between the side that side support frame 3 and side support frame 1 are close to each other and between the side that side support frame 2 is close to each other respectively rigid coupling transverse reinforcement frame 6, two transverse reinforcement frame 6 tops rigid coupling vertical reinforcement frame 7 one end respectively, two vertical reinforcement frame 7 top all rigid coupling girders 4, two transverse reinforcement frame 6 tops rigid coupling a plurality of auxiliary triangular reinforcement frame 8 bottom respectively, a plurality of auxiliary triangular reinforcement frame 8 tops all rigid coupling girder 4, auxiliary triangular reinforcement frame 8 has certain stability because the triangle has certain stability, accept in the below of girder 4, improve the steadiness of strengthening the back timber, through with transverse reinforcement frame 6, vertical reinforcement frame 7 cooperatees, dispersible bearing pressure, improve the bearing strength of whole reinforcing roof beam, improve the intensity and the steadiness of whole reinforcing roof beam.
Example 2:
Referring to fig. 1-3, a second embodiment of the present utility model is based on the previous embodiment, in which a first slot 11 is formed on a top surface of a first side support frame 1, a second slot 21 is formed on a top surface of a second side support frame 2, and a third slot 31 is formed on a top surface of a middle support frame 3.
The two ends of the bottom surface of the main beam 4 are fixedly connected with the first installation blocks 41 respectively, the middle position of the bottom surface of the main beam 4 is fixedly connected with the second installation blocks 42, and the number of the first installation blocks 41 is two.
The first slot 11 and the second slot 21 are respectively inserted with the first mounting block 41, and the third slot 31 is inserted with the second mounting block 42.
The first mounting block 41 positioned in the first slot 11 is connected with the first side support frame 1 through a fastening bolt 5, the first mounting block 41 positioned in the second slot 21 is connected with the second side support frame 2 through a fastening bolt 5, and the second mounting block 42 and the middle support frame 3 are connected through a fastening bolt 5.
The two ends of the bottom surface of the two transverse reinforcing frames 6 are fixedly connected with the ends of the oblique reinforcing frames 9 respectively, the number of the oblique reinforcing frames 9 is four, wherein the ends of the two oblique reinforcing frames 9 far away from the transverse reinforcing frames 6 are fixedly connected with the middle supporting frame 3, one of the two oblique reinforcing frames 9 is far away from the end fixedly connected with the side supporting frame 1 of the transverse reinforcing frame 6, the other one of the two oblique reinforcing frames 9 is far away from the end fixedly connected with the side supporting frame 2 of the transverse reinforcing frame 6, and the transverse reinforcing frames 6 respectively form triangular supporting structures with the side supporting frame 1, the middle supporting frame 3 and the side supporting frame 2 through the oblique reinforcing frames 9, so that the stability of top beam reinforcement is improved.
Example 3:
Referring to fig. 1-3, in this embodiment, based on the above two embodiments, the present utility model is configured to form a structure of an entire reinforced top beam by matching with a main beam 4 through a transverse reinforcement frame 6, a vertical reinforcement frame 7, an auxiliary triangular reinforcement frame 8, etc., so as to effectively disperse the pressure applied to the main beam 4 to each reinforcement frame and support frame, strengthen and stabilize the main beam 4, improve the bearing capacity of the top beam, enhance the strength and stability of the top beam, reduce the collapse situation of the roof of the factory building caused by insufficient bearing capacity of the top beam, provide a plurality of oblique reinforcement frames 9, further strengthen and stabilize the top beam, and connect the plurality of oblique reinforcement frames 9 connected through the bottom surface of the transverse reinforcement frame 6 with the side support frame 1, the middle support frame 3, and the side support frame 2, respectively, so as to further improve the stability of the main beam 4, further buffer the bearing pressure, and improve the stability of the entire reinforced top beam support.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a back timber is consolidated to photovoltaic power plant factory building, includes side support frame one (1), side support frame two (2), well support frame (3), girder (4), its characterized in that: the side support frame I (1), the side support frame II (2), well support frame (3) top surface contact girder (4), between the side that well support frame (3) and side support frame I (1) are close to each other and between the side that is close to each other with side support frame II (2) respectively rigid coupling transverse reinforcement frame (6), two transverse reinforcement frame (6) top surface rigid coupling vertical reinforcement frame (7) one end respectively, two vertical reinforcement frame (7) top all rigid coupling girder (4), two transverse reinforcement frame (6) top surface rigid coupling respectively a plurality of auxiliary triangular reinforcement frame (8) bottom, a plurality of auxiliary triangular reinforcement frame (8) top all rigid coupling girder (4).
2. The photovoltaic power plant reinforcement header of claim 1, wherein: the top surface of the side support frame I (1) is provided with a slot I (11), the top surface of the side support frame II (2) is provided with a slot II (21), and the top surface of the middle support frame (3) is provided with a slot III (31).
3. The photovoltaic power plant reinforcement header of claim 2, wherein: the two ends of the bottom surface of the main beam (4) are fixedly connected with a first mounting block (41) respectively, the middle position of the bottom surface of the main beam (4) is fixedly connected with a second mounting block (42), and the number of the first mounting blocks (41) is two.
4. A photovoltaic power plant reinforcement header according to claim 3, characterized in that: the first slot (11) and the second slot (21) are respectively inserted with the first mounting block (41), and the third slot (31) is inserted with the second mounting block (42).
5. The photovoltaic power plant reinforcement header of claim 4, wherein: the first mounting block (41) positioned in the first slot (11) is connected with the first side support frame (1) through a fastening bolt (5), the first mounting block (41) positioned in the second slot (21) is connected with the second side support frame (2) through the fastening bolt (5), and the second mounting block (42) and the middle support frame (3) are connected through the fastening bolt (5).
6. The photovoltaic power plant reinforcement header of claim 5, wherein: two the both ends of horizontal reinforcement frame (6) bottom surface are rigid coupling slant reinforcement frame (9) tip respectively, the quantity of slant reinforcement frame (9) is four, and wherein two in the equal rigid coupling of tip that horizontal reinforcement frame (6) was kept away from to slant reinforcement frame (9) support frame (3), one of them tip rigid coupling side support frame (1) that horizontal reinforcement frame (6) was kept away from to slant reinforcement frame (9), another tip rigid coupling side support frame (2) that horizontal reinforcement frame (6) was kept away from to slant reinforcement frame (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322820434.3U CN221545906U (en) | 2023-10-19 | 2023-10-19 | Photovoltaic power plant building reinforcing top beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322820434.3U CN221545906U (en) | 2023-10-19 | 2023-10-19 | Photovoltaic power plant building reinforcing top beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221545906U true CN221545906U (en) | 2024-08-16 |
Family
ID=92253335
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322820434.3U Active CN221545906U (en) | 2023-10-19 | 2023-10-19 | Photovoltaic power plant building reinforcing top beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221545906U (en) |
-
2023
- 2023-10-19 CN CN202322820434.3U patent/CN221545906U/en active Active
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| GR01 | Patent grant |