CN220273554U - Cross rod leveling connection structure - Google Patents
Cross rod leveling connection structure Download PDFInfo
- Publication number
- CN220273554U CN220273554U CN202321981173.7U CN202321981173U CN220273554U CN 220273554 U CN220273554 U CN 220273554U CN 202321981173 U CN202321981173 U CN 202321981173U CN 220273554 U CN220273554 U CN 220273554U
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- support
- longitudinal
- holes
- angle steel
- vertical
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 58
- 239000010959 steel Substances 0.000 claims abstract description 58
- 238000009434 installation Methods 0.000 claims description 5
- 238000007789 sealing Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 description 6
- 238000010248 power generation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 210000003734 kidney Anatomy 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
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- Photovoltaic Devices (AREA)
Abstract
The utility model discloses a cross rod leveling connection structure, which comprises: the lifting adjustable bracket is provided with a longitudinal rod, and a plurality of longitudinal through holes which are collinear and distributed at intervals are arranged on the longitudinal rod; the transverse rod is transversely provided with a plurality of transverse kidney-shaped holes which are distributed at intervals; the angle steel beam support is vertically provided with an angle steel vertical kidney-shaped hole which is correspondingly and fixedly connected with the transverse kidney-shaped hole of the cross rod; the angle steel beam support is longitudinally provided with two through holes which are correspondingly screwed and fixed with nuts through two longitudinal bolts. After the support is adjusted and ascended by the vertical C steel bar, the position of the cross rod is preferentially ensured, two longitudinal bolts and nuts are installed after the angle steel beam support is adjusted to correspond to the longitudinal through holes formed in the longitudinal rods of the support, the transverse kidney-shaped holes of the cross rod and the vertical kidney-shaped holes of the angle steel can be transversely and vertically adjusted in place, and then the cross rod is fixedly installed through the bolts and the nuts, so that the problem that the angle steel beam support cannot be displaced on the end sealing plate to preferentially ensure the position of the cross rod is solved.
Description
Technical Field
The utility model relates to a cross rod leveling connection structure, and belongs to the technical field of photovoltaic power generation construction.
Background
The photovoltaic plates are installed and constructed in the construction environment of the uneven mountain slope, the photovoltaic plates are required to be installed between the cross bars parallel to the support body, and in order to cope with the construction top surface of the uneven mountain slope, a liftable support is required to be made to ensure that the photovoltaic plates are positioned on a horizontal plane.
The prior installation cross rod connecting structure is an XYZ three-way installation adjustable photovoltaic bracket like a Chinese patent publication No. CN205490347U, and the disclosed technology is as follows: the angle steel beam support is welded on the end sealing plate, and the north-south main beam is adjusted and fastened on the upper adjusting upright post through bolts; although the cross rod formed by the north-south main beams can be connected with the angle steel beam support through the bolt, the angle steel beam support is welded on the end sealing plate and cannot be displaced to preferentially ensure the position of the cross rod.
Disclosure of Invention
In order to solve the technical problems, the utility model provides a cross rod leveling connection structure.
The utility model is realized by the following technical scheme.
The utility model provides a cross rod leveling connection structure, which comprises:
the lifting adjustable bracket is provided with a longitudinal rod, and a plurality of longitudinal through holes which are collinear and distributed at intervals are arranged on the longitudinal rod;
the transverse rod is transversely provided with a plurality of transverse kidney-shaped holes which are distributed at intervals;
the angle steel beam support is vertically provided with an angle steel vertical kidney-shaped hole and a transverse kidney-shaped hole of the cross rod which can be transversely and vertically adjusted in place and are fixedly connected through bolts and nuts;
the angle steel beam support is longitudinally provided with two through holes which are correspondingly screwed and fixed with nuts through two longitudinal bolts.
The steel plate also comprises a fixed upright C steel ridge.
The support can be installed on the upright C steel ridge in a lifting and adjusting mode.
The support and the vertical C steel rib are respectively provided with a plurality of through holes, and the vertical C steel rib and the support can be controllably lifted and installed through screwing, disassembling and fixing of bolts and nuts after a group of through holes correspond to each other.
And also comprises foundation piles.
And the vertical C steel ridge is pre-buried and fixed in the foundation pile.
The device also comprises a mountain slope body with uneven surface.
The foundation piles are fixedly poured on the mountain slope body, the foundation piles are fixedly distributed in the mountain slope body in a plurality of collinear intervals, the upright C steel ribs are correspondingly embedded in the foundation piles at the collinear intervals, and the support is installed in a lifting mode in a mode of being in one-to-one correspondence with the upright C steel ribs.
The utility model has the beneficial effects that: after the support is adjusted and ascended by the vertical C steel bar, the position of the cross rod is preferentially ensured, two longitudinal bolts and nuts are installed after the angle steel beam support is adjusted to correspond to the longitudinal through holes formed in the longitudinal rods of the support, the transverse kidney-shaped holes of the cross rod and the vertical kidney-shaped holes of the angle steel can be transversely and vertically adjusted in place, and then the cross rod is fixedly installed through the bolts and the nuts, so that the problem that the angle steel beam support cannot be displaced on the end sealing plate to preferentially ensure the position of the cross rod is solved.
Drawings
FIG. 1 is a schematic view showing the structure of the middle bracket of the present utility model lower than the brackets at both end sides;
FIG. 2 is a schematic view of the structure of the bracket of the present utility model with the bracket at the flush end sides of the middle part;
FIG. 3 is a schematic view of a cross bar leveling connection structure formed by a cross bar mounted on a vertical bar through an angle steel beam bracket;
FIG. 4 is a schematic view of the structure of the photovoltaic panel of the present utility model when mounted on two parallel rails;
FIG. 5 is a schematic front view of a photovoltaic panel of the present utility model mounted on two parallel rails;
in the figure: 1-mountain slope body; 2-foundation piles; 3-erecting C steel ribs; 4-a bracket; 41-a vertical rod; 42-longitudinal through holes; 5-angle steel beam brackets; 51-angle steel vertical kidney holes; 52-a longitudinal bolt; 6-horizontally adjusting the pull wire; 7-a cross bar; 71-transverse cross bar kidney-shaped holes; 8-photovoltaic panel.
Detailed Description
The technical solution of the present utility model is further described below, but the scope of the claimed utility model is not limited to the above.
As shown in fig. 1 to 5.
The utility model provides a horizontal pole leveling connection structure, include:
providing a construction environment for the mountain slope 1 with uneven surface, wherein the mountain slope 1 is provided with a plurality of concave-convex surface;
at least four foundation piles 2 which are collinear and distributed at intervals are fixedly cast by reinforced concrete construction along the left and right transverse directions of the mountain slope body 1, and upright C steel ribs 3 are pre-buried and fixedly arranged in the foundation piles 2;
the support 4 is arranged on the vertical C steel ridge 3 in a controllable lifting manner, specifically, a plurality of through holes are formed in the support 4 and the vertical C steel ridge 3, and a group of through holes are screwed and detachably fixed through bolts and nuts after corresponding to each other to realize the controllable lifting and mounting of the vertical C steel ridge 3 and the support 4;
the angle steel beam supports 5 are fixedly arranged on the longitudinal rods 41 of the brackets 4 at the two ends through longitudinal bolts 52 and nuts, the horizontal adjustment stay wires 6 are fixedly arranged between the angle steel beam supports 5 of the brackets 4 at the two ends in a binding mode, the brackets 4 at the two ends are adjusted by using a level meter to test the horizontal adjustment stay wires 6, the horizontal adjustment stay wires 6 are marked to be in a horizontal state to serve as a standard for horizontal installation of the cross rod 7, and the brackets 4 at the middle are lower than the brackets 4 at the two ends at the moment, so that a required horizontal rod leveling system of the photovoltaic bracket is constructed.
After the horizontal rod leveling connection structure is obtained through construction, a horizontal adjustment stay wire in a marked horizontal state is used as a 6 horizontal installation standard, the horizontal rods 7 are installed on the angle steel beam supports 5 which are fixed on the two end supports 4, the horizontal rod horizontal kidney-shaped holes 71 at two ends of the horizontal rods 7 are fixedly installed with the angle steel vertical kidney-shaped holes 51 which are arranged on the angle steel beam supports 5 which are positioned on the two end supports 4 through bolts and nuts (not shown), the horizontal rod horizontal kidney-shaped holes 71 and the angle steel vertical kidney-shaped holes 51 can be transversely and vertically adjusted in place and then are fixedly installed through bolts and nuts, at the moment, the angle steel beam supports 5 are fixed with the longitudinal rods 41 through two longitudinal bolts 52 and nuts, and two ends of the two horizontal rods 7 are fixed on the two end supports 4 through the two horizontal adjustment stay wires 6 serving as the standard.
After the support 4 positioned in the middle is adjusted and lifted up by the upright C steel bar 3, the position of the cross rod 7 is preferentially ensured, the angle steel beam support 5 is adjusted to correspond to the longitudinal through holes 42 formed in the longitudinal bars 41 on the support 4, two longitudinal bolts 52 and nuts are installed for fixing, the angle steel beam support 5 is provided with two through holes and a plurality of longitudinal through holes 42 which are arranged on the longitudinal bars 41 in a collinear and spaced mode for correspondingly allowing the two longitudinal bolts 52 to penetrate, the angle steel beam support 5 is adjusted on the support 4 in the middle to adapt to the position of the cross rod 7 which is preferentially ensured and is fixed, and a cross rod leveling connecting structure is formed at the moment, so that the problem that the position of the cross rod cannot be preferentially ensured due to the fact that the angle steel beam support is welded on an end sealing plate and cannot be displaced is solved. At this time, the brackets 4 in the middle are flush with the brackets 4 on both end sides.
After the two cross bars 7 are firstly fixed on the supports 4 at the two end sides in a horizontal state and parallel, the middle parts of the two cross bars 7 are fixed through the supports 4 at the middle parts, so that the cross bars 7 cannot incline when stably displacing in a mountain area with large wind force, and the problem that the two ends of the top frame of the mountain area with large wind force cannot be horizontal due to the inclination caused by the spring displacement is solved. And then a plurality of photovoltaic panels 8 are sequentially arranged in two parallel cross bars 7 to form a power generation unit.
The horizontal adjustment stay wire 6 can be detached when the two cross bars 7 are installed, or the horizontal adjustment stay wire 6 can be detached after a plurality of photovoltaic panels 8 are sequentially installed in the two parallel cross bars 7.
Claims (8)
1. A rail leveling connection structure, comprising:
a support (4) capable of being adjusted in a lifting manner, wherein a longitudinal rod (41) is arranged on the support (4), and a plurality of longitudinal through holes (42) which are collinear and distributed at intervals are arranged on the longitudinal rod (41);
the transverse rod (7) is transversely provided with a plurality of transverse waist-shaped holes (71) which are distributed at intervals;
the angle steel beam support (5), the angle steel beam support (5) is vertically provided with an angle steel vertical waist-shaped hole (51) and a transverse waist-shaped hole (71) of the cross rod, and the angle steel beam support and the transverse waist-shaped hole can be transversely and vertically adjusted in place and are fixedly connected through bolts and nuts;
the angle steel beam support (5) is longitudinally provided with two through holes which are correspondingly fixed with the longitudinal through holes (42) through screwing with nuts by two longitudinal bolts (52).
2. The rail leveling connection structure of claim 1, wherein: the steel pipe also comprises a fixed vertical C steel rib (3).
3. The rail leveling connection structure of claim 1, wherein: the support (4) can be installed on the vertical C steel ridge (3) in a lifting and adjusting mode.
4. The rail leveling connection structure of claim 3, wherein: the support (4) and the vertical C steel rib (3) are respectively provided with a plurality of through holes, and the vertical C steel rib (3) and the support (4) can be installed in a controllable lifting manner through screwing and fixing of bolts and nuts after a group of through holes correspond to each other.
5. The rail leveling attachment arrangement of claim 4, wherein: also comprises a foundation pile (2).
6. The rail leveling attachment arrangement of claim 4, wherein: the vertical C-shaped steel ridge (3) is pre-buried and fixed in the foundation pile (2).
7. The rail leveling connection structure of claim 5, wherein: the mountain slope body (1) with uneven surface is also included.
8. The rail leveling connection structure of claim 5, wherein: foundation pile (2) are poured and fixed on mountain slope (1), foundation pile (2) are fixedly distributed in mountain slope (1) for a plurality of collinearly interval pouring, erect C steel stupefied (3) for a plurality of corresponding pre-buried foundation pile (2) at a plurality of collinearly interval, support (4) are a plurality of and erect C steel stupefied (3) one-to-one liftable installations.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321981173.7U CN220273554U (en) | 2023-07-26 | 2023-07-26 | Cross rod leveling connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321981173.7U CN220273554U (en) | 2023-07-26 | 2023-07-26 | Cross rod leveling connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220273554U true CN220273554U (en) | 2023-12-29 |
Family
ID=89312130
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321981173.7U Active CN220273554U (en) | 2023-07-26 | 2023-07-26 | Cross rod leveling connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220273554U (en) |
-
2023
- 2023-07-26 CN CN202321981173.7U patent/CN220273554U/en active Active
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