CN220080716U - Photovoltaic module installs two hoops scaffold frame of encorbelmenting - Google Patents
Photovoltaic module installs two hoops scaffold frame of encorbelmenting Download PDFInfo
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- CN220080716U CN220080716U CN202321376113.2U CN202321376113U CN220080716U CN 220080716 U CN220080716 U CN 220080716U CN 202321376113 U CN202321376113 U CN 202321376113U CN 220080716 U CN220080716 U CN 220080716U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 18
- 239000010959 steel Substances 0.000 claims abstract description 18
- 210000005069 ears Anatomy 0.000 claims description 13
- 229910001220 stainless steel Inorganic materials 0.000 claims description 9
- 239000010935 stainless steel Substances 0.000 claims description 9
- 238000009434 installation Methods 0.000 abstract description 9
- 238000010248 power generation Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 5
- 238000003466 welding Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
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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
- Y02E10/50—Photovoltaic [PV] energy
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Abstract
The utility model belongs to the technical field of photovoltaic power generation, and particularly relates to a double-hoop cantilever scaffold for installing a photovoltaic module. The utility model provides a photovoltaic module installs double-hoop scaffold frame of encorbelmenting, including a plurality of parallel arrangement's scaffold frame unit, a plurality of scaffold frame units are installed respectively on prefabricated tubular pile upper portion, and scaffold frame unit is located same height, and scaffold frame unit includes two attached stake staple bolt that set up from top to bottom, attaches the stake staple bolt both sides and is equipped with the stand respectively, and the stand top is connected with the horizon bar, is equipped with the diagonal brace between the one end lower part that the horizon bar stretched out the stand and the stand lower part, and the height of adjacent horizon bar is the same and is parallel to each other, has laid the footboard between the adjacent horizon bar upper surface. According to the utility model, by erecting the steel pedal with the corresponding length on the horizontal rod of the scaffold unit, constructors can safely construct on the scaffold, and meanwhile, the heights of the anchor ear can be adjusted according to different assembly heights so as to adapt to the field installation operation.
Description
Technical Field
The utility model belongs to the technical field of photovoltaic power generation, and particularly relates to a double-hoop cantilever scaffold for installing a photovoltaic module.
Background
In the photovoltaic module installation, the requirement on the installation precision of the module is very high, especially in hillside topography, a scaffold is needed to be used when the photovoltaic module is installed, however, the existing movable scaffold is adopted, the requirement on the ground is relatively high, the scaffold is required to be on a flat and firm ground, if the scaffold is on a slope with a small angle, the scaffold can be used after being leveled, if the scaffold has a large potential safety hazard, and the existing scaffold cannot be used.
Disclosure of Invention
In order to solve the problem that the existing movable scaffold is limited in hillside terrains, canyon side terrains and other use environments, the utility model aims to provide the double-hoop cantilever scaffold for installing the photovoltaic module, and a constructor can safely construct on the scaffold by erecting a steel pedal with a corresponding length on a horizontal rod of a scaffold unit, and meanwhile, the height of the hoop can be adjusted according to different component heights so as to adapt to on-site installation operation.
The technical scheme of the utility model is as follows: the utility model provides a photovoltaic module installs double-hoop scaffold frame of encorbelmenting, includes a plurality of parallel arrangement's scaffold frame unit, a plurality of scaffold frame unit installs respectively on prefabricated tubular pile upper portion, scaffold frame unit is located same height, scaffold frame unit includes two attached stake staple bolts that set up from top to bottom, attached stake staple bolt both sides are equipped with the stand respectively, the stand top is connected with the horizon bar, the horizon bar stretches out the one end lower part of stand with be equipped with the diagonal brace between the stand lower part, it is adjacent the height of horizon bar is the same and is parallel to each other, it is adjacent to spread between the horizon bar upper surface the footboard.
And a railing is arranged between the ends of the horizontal rods extending out of one end of the upright post.
And a transverse support is arranged between the upright posts above the pile-attached anchor ear.
The horizontal rod, the upright post and the diagonal brace are in an isosceles right triangle shape.
The pile attaching anchor ear comprises two flat steel semicircular anchor ears which are connected through bolts, and the radius of each flat steel semicircular anchor ear is the same as the outer diameter of the prefabricated pipe pile.
The rails are perpendicular to the horizontal rods, horizontal rails are arranged between adjacent rails, and the number of the horizontal rails is more than or equal to 2.
The stand, horizon bar, diagonal brace are stainless steel side's pipe, horizon bar lower part with bolted connection is adopted at the stand top, horizon bar tip with bolted connection or welding are adopted to diagonal brace, diagonal brace with bolted connection or welding are adopted to the stand lower part, attach stake staple bolt both sides with bolted connection or welding are adopted to the stand.
The utility model has the technical effects that: 1. according to the utility model, the scaffold units are arranged on the prefabricated pipe piles, so that the assembly is not limited by the terrain, the scaffold is particularly suitable for hillside terrains, the construction safety and the erection of the conventional scaffold are prevented from being influenced by the hillside slope or the suspended adjacent side terrains, and the safety and the operation accuracy of constructors are ensured. 2. According to the utility model, the pile-attached anchor ear is used, and the anchor ear can be adjusted according to different assembly heights so as to adapt to on-site installation operation.
Further description will be made below with reference to the accompanying drawings.
Drawings
Fig. 1 is a schematic left view structure of a photovoltaic module mounting double-hoop cantilever scaffold.
Fig. 2 is a schematic perspective view of a photovoltaic module mounting double-hoop cantilever scaffold.
Fig. 3 is a schematic diagram of a combined three-dimensional structure of a photovoltaic module-mounted double-hoop cantilever scaffold.
Fig. 4 is a schematic rear view of a photovoltaic module mounting double-hoop cantilever scaffold.
Fig. 5 is a schematic top view structure of a photovoltaic module mounting double-hoop cantilever scaffold of the present utility model.
Reference numerals: 1-stand columns; 2-horizontal bars; 3-attaching a pile anchor ear; 4-diagonal braces; 5-transverse support; 6, railing; 7-a pedal; 8-prefabricating the pipe pile.
Description of the embodiments
Embodiment 1 is as shown in fig. 1-5, a photovoltaic module installs double-hoop scaffold that encorbelments, including a plurality of parallel arrangement's scaffold unit, a plurality of scaffold unit installs respectively on precast tubular pile 8 upper portion, scaffold unit is located same height, scaffold unit includes two attached stake staple bolt 3 that set up from top to bottom, attached stake staple bolt 3 both sides are equipped with stand 1 respectively, stand 1 top is connected with horizontal pole 2, horizontal pole 2 stretches out stand 1's one end lower part with be equipped with diagonal brace 4 between stand 1 lower part, adjacent the height of horizontal pole 2 is the same and is parallel to each other, adjacent spread pedal 7 between the 2 upper surfaces of horizontal pole.
When the scaffold is used, a plurality of scaffold units are respectively arranged on the upper parts of the prefabricated pipe piles 8 through the pile attaching hoops 3, the horizontal rods 2 of the scaffold units are identical in height and parallel to each other, pedals 7 are laid between the upper surfaces of the adjacent horizontal rods 2, and construction staff can safely construct the scaffold. The utility model can prevent the assembly from being limited by the terrain, is particularly suitable for hillside terrain, avoids the influence of the hillside slope or the suspended adjacent-side terrain on the erection and construction safety of the conventional scaffold, and ensures the safety and operation accuracy of constructors. The pile-attached anchor ear 3 can adapt to the on-site installation operation by adjusting the height of the anchor ear according to different component heights.
Embodiment 2 on the basis of embodiment 1, in this embodiment, preferably, a railing 6 is disposed between the ends of the adjacent horizontal rods 2 extending beyond the upright 1.
According to the utility model, a railing 6 is arranged between the ends, extending out of the upright posts 1, of the adjacent horizontal rods 2, so that the construction operation safety is ensured.
Embodiment 3 on the basis of embodiment 1 or embodiment 2, in this embodiment, preferably, a transverse support 5 is disposed between the columns 1 above the pile attachment anchor ear 3.
According to the utility model, a transverse support 5 is arranged between the upright posts 1 above the pile-attached anchor ear 3, so that the structural stability is ensured.
Embodiment 4 in this embodiment, on the basis of embodiment 1 or embodiment 3, preferably, the horizontal rod 2, the upright 1 and the diagonal brace 4 form an isosceles right triangle.
According to the utility model, the horizontal rod 2, the upright post 1 and the diagonal brace 4 are in an isosceles right triangle shape, so that the stability of the scaffold unit structure is ensured.
Embodiment 5 based on embodiment 1 or embodiment 4, in this embodiment, preferably, the pile-attached anchor ear 3 includes two flat steel semicircular anchor ears, the two flat steel semicircular anchor ears are connected by bolts, and the radius of the flat steel semicircular anchor ear is the same as the outer diameter of the prefabricated pipe pile 8.
The pile attaching anchor ear 3 comprises two flat steel semicircular anchor ears, the two flat steel semicircular anchor ears are connected through bolts, the radius of each flat steel semicircular anchor ear is identical to the outer diameter of the prefabricated pipe pile 8, the scaffold unit can be directly fixed on the prefabricated pipe pile 8 of the component to be installed through the four flat steel semicircular anchor ears, and the two anchor ears are distributed on the prefabricated pipe pile 8 vertically.
Embodiment 6 on the basis of embodiment 1 or embodiment 5, in this embodiment, preferably, the rails 6 are perpendicular to the horizontal bars 2, and horizontal rails are disposed between adjacent rails 6, and the number of horizontal rails is equal to or greater than 2.
According to the utility model, the railings 6 are vertically arranged with the horizontal rods 2, and horizontal railings are arranged between adjacent railings 6, wherein the number of the horizontal railings is more than or equal to 2, and the construction operation safety is ensured.
Embodiment 7 based on embodiment 1 or embodiment 6, in this embodiment, preferably, the upright 1, the horizontal rod 2, and the diagonal brace 4 are stainless steel square tubes, the lower portion of the horizontal rod 2 is connected with the top of the upright 1 by bolts, the end portion of the horizontal rod 2 is connected with the diagonal brace 4 by bolts or welded, the diagonal brace 4 is connected with the lower portion of the upright 1 by bolts or welded, and two sides of the pile attachment anchor ear 3 are connected with the upright 1 by bolts or welded.
According to the utility model, the upright post 1, the horizontal rod 2 and the diagonal brace 4 are stainless steel square tubes, and have sufficient supporting strength and hardness, the lower part of the horizontal rod 2 is connected with the top of the upright post 1 through bolts, the end part of the horizontal rod 2 is connected with the diagonal brace 4 through bolts or welded, the diagonal brace 4 is connected with the lower part of the upright post 1 through bolts or welded, and the two sides of the pile-attached anchor ear 3 are connected with the upright post 1 through bolts or welded, so that the installation and the disassembly are simple and convenient.
When the utility model is actually used, the specific process is as follows: a plurality of scaffold units are respectively arranged on the upper parts of the prefabricated pipe piles 8 according to requirements, and the scaffold units are positioned at the same height, specifically, two upright posts 1 are connected to two sides of the pile attaching anchor ear 3; one end of the horizontal rod 2 is connected with the upper parts of the two upright posts 1, and the other end of the horizontal rod is connected with one end of the diagonal brace 4; the other end of the diagonal brace 4 is connected with the lower part of a column 1, and the column 1, the horizontal rod 2 and the diagonal brace 4 are connected to form a stable triangle structure; the transverse support 5 is connected with the middle parts of the two upright posts 1 to form a main body structure of the scaffold unit, the scaffold unit can be directly fixed on a prefabricated pipe pile 8 of an assembly to be installed through two auxiliary pile hoops 3, more than two scaffold units are parallelly fixed on the prefabricated pipe pile 8 of the assembly to be installed, and a protective railing 6 is installed at the end part of a horizontal rod 2 of the scaffold unit; setting up pedals 7 with corresponding lengths on the horizontal rods 2 of the scaffold units; the installation is completed, so that the operation can be safely performed.
According to the scaffold unit, corresponding specification and dimensions are required to be set for different prefabricated pipe pile distances, different pile diameters and different installation heights, so that the application range is enlarged. The assembly mounting operation when the pile diameter of the precast pile 8 is 300mm and the pile pitch is 2500mm will be specifically described below.
For the pile attaching anchor ear 3, 4 flat steel semicircle anchor ears with the diameter of 300mm are selected, the specification of the flat steel semicircle anchor ears is 300mm multiplied by 5 mm multiplied by 60 mm, two ends of each flat steel semicircle anchor ear are respectively provided with 100mm flat sections, the middle parts of the flat sections are provided with holes so as to connect the two flat steel semicircle anchor ears by bolts and fix the two flat steel semicircle anchor ears on corresponding prefabricated pipe piles 8, and the upper and lower intervals of 300mm of the two anchor ears are distributed on the prefabricated pipe piles 8.
For column 1, two 1200mm×40 mm ×60 mm stainless steel square tubes were selected; the lowest end of the square tube is consistent with the attached pile anchor ear 3 in height, is welded or connected with the middle part of the side face of the attached pile anchor ear 3 through bolts, and the other upright post 1 is also connected to the other side of the attached pile anchor ear 3.
For the transverse support 5, a square tube of 300mm multiplied by 40 mm multiplied by 40 mm is selected, and is connected with the middle parts of the two upright posts 1 by bolts, so that the square tube must be fixed at the top end of the prefabricated pipe pile 8, and the whole structure is ensured to be more stable.
For the horizontal rod 2, a stainless steel square tube with 2300mm multiplied by 40 mm multiplied by 60 mm is selected, one end of the stainless steel square tube is connected with the top ends of the two upright posts 1 by bolts, and the other end of the stainless steel square tube is connected with the inclined support 4 by bolts or welded. The diagonal brace 4 is a stainless steel square tube with 1700 mm multiplied by 40 multiplied by mm multiplied by 60 mm, one end of the diagonal brace is connected with the horizontal rod 2 through bolts, and the other end of the diagonal brace is connected with the inner upright post 1 through bolts or welded. According to the size, the formed scaffold structure is isosceles right triangle, and the structure is more stable. The railing 6 has the height of 1200mm, and one end of the horizontal rod 2 of the scaffold unit is fixedly connected with the bottom of the upright post of the railing 6; 3 horizontal railings are distributed between the scaffold unit railing posts, the distance between the bottom horizontal railings and the bottom of the post is 300mm, the distance between the two upper horizontal railings is 450mm, the horizontal railings are vertically connected with the railing posts, the distance between the horizontal railings is 2500mm, and a railing post can be additionally arranged in the middle of each scaffold unit.
The present utility model is not limited to the above-mentioned embodiments, and any changes or substitutions that can be easily understood by those skilled in the art within the technical scope of the present utility model are intended to be included in the scope of the present utility model.
Claims (7)
1. Photovoltaic module installs two bands scaffold frame of encorbelmenting, its characterized in that: including a plurality of parallel arrangement's scaffold frame unit, a plurality of scaffold frame unit installs respectively on prefabricated tubular pile (8) upper portion, scaffold frame unit is located same height, scaffold frame unit includes two attached stake staple bolt (3) that set up from top to bottom, attached stake staple bolt (3) both sides are equipped with stand (1) respectively, stand (1) top is connected with horizon bar (2), horizon bar (2) stretch out one end lower part of stand (1) with be equipped with diagonal brace (4) between stand (1) lower part, it is adjacent highly the same and mutual parallel of horizon bar (2), it is adjacent spread footboard (7) between horizon bar (2) upper surface.
2. The photovoltaic module mounting double-hoop cantilever scaffold of claim 1, wherein: a railing (6) is arranged between the end parts of the adjacent horizontal rods (2) extending out of one end of the upright post (1).
3. The photovoltaic module mounting double-hoop cantilever scaffold of claim 1, wherein: a transverse support (5) is arranged between the upright posts (1) above the pile-attached anchor ear (3).
4. The photovoltaic module mounting double-hoop cantilever scaffold of claim 1, wherein: the horizontal rod (2), the upright post (1) and the inclined stay bar (4) are isosceles right triangles.
5. The photovoltaic module mounting double-hoop cantilever scaffold of claim 1, wherein: the pile attaching anchor ear (3) comprises two flat steel semicircular anchor ears which are connected through bolts, and the radius of each flat steel semicircular anchor ear is the same as the outer diameter of the prefabricated pipe pile (8).
6. The photovoltaic module mounting double-hoop cantilever scaffold according to claim 2, wherein: the rails (6) are vertically arranged with the horizontal rods (2), horizontal rails are arranged between adjacent rails (6), and the number of the horizontal rails is more than or equal to 2.
7. The photovoltaic module mounting double-hoop cantilever scaffold of claim 1, wherein: the vertical column (1), the horizontal rod (2) and the diagonal brace (4) are stainless steel square tubes, the lower portion of the horizontal rod (2) is connected with the top of the vertical column (1) through bolts, the end portion of the horizontal rod (2) is connected with the diagonal brace (4) through bolts or welded, the diagonal brace (4) is connected with the lower portion of the vertical column (1) through bolts or welded, and two sides of the pile-attached hoop (3) are connected with the vertical column (1) through bolts or welded.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321376113.2U CN220080716U (en) | 2023-06-01 | 2023-06-01 | Photovoltaic module installs two hoops scaffold frame of encorbelmenting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321376113.2U CN220080716U (en) | 2023-06-01 | 2023-06-01 | Photovoltaic module installs two hoops scaffold frame of encorbelmenting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220080716U true CN220080716U (en) | 2023-11-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321376113.2U Active CN220080716U (en) | 2023-06-01 | 2023-06-01 | Photovoltaic module installs two hoops scaffold frame of encorbelmenting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220080716U (en) |
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2023
- 2023-06-01 CN CN202321376113.2U patent/CN220080716U/en active Active
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