CN221263679U - Masonry roadbed slope photovoltaic support supporting structure - Google Patents
Masonry roadbed slope photovoltaic support supporting structure Download PDFInfo
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- CN221263679U CN221263679U CN202323234664.8U CN202323234664U CN221263679U CN 221263679 U CN221263679 U CN 221263679U CN 202323234664 U CN202323234664 U CN 202323234664U CN 221263679 U CN221263679 U CN 221263679U
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- 230000008093 supporting effect Effects 0.000 title claims abstract description 120
- 239000004575 stone Substances 0.000 claims abstract description 18
- 238000010276 construction Methods 0.000 claims abstract description 10
- 238000004873 anchoring Methods 0.000 claims description 16
- 238000005266 casting Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 7
- 239000002689 soil Substances 0.000 abstract description 6
- 238000004062 sedimentation Methods 0.000 abstract description 2
- 230000008901 benefit Effects 0.000 description 3
- 238000011161 development Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 230000007246 mechanism Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000008094 contradictory effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000003993 interaction Effects 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
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
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Abstract
The utility model discloses a first supporting layer, which is arranged on a slope foundation bevel edge surface, wherein the first supporting layer is consistent with the slope foundation bevel edge surface in inclination trend; a plurality of connection bases; a stone layer is built; and a second support layer. According to the method, the first supporting layer, the masonry layer and the second supporting layer are sequentially arranged on the inclined side surface of the slope foundation from inside to outside, the connecting foundation is respectively and stably supported by the first supporting layer, the masonry layer and the second supporting layer, the requirement on construction of the photovoltaic module can be met without piling the foundation, and the roadbed and the supporting structure are prevented from being affected by uneven sedimentation factors. The method effectively realizes that the masonry roadbed on the soil roadbed slope of the highway meets the supporting foundation requirement of the photovoltaic bracket.
Description
Technical Field
The utility model relates to the technical field of lighting lamps, in particular to a masonry roadbed slope photovoltaic support structure.
Background
With the urgent development of the photovoltaic energy sources in China, a seat of photovoltaic power station is pulled out from the ground, overlooked and abnormally magnificent, with the development of photovoltaic data, people gradually transfer the eyes from a roof to a highway area which is of a primary scale and is steadily growing, according to statistics, 55MW photovoltaic modules can be installed on each hundred kilometers of highway, a large number of slopes on the highway are hotbeds for installing the photovoltaic power station, and the highway slopes generally adopt pile foundations as photovoltaic support foundations. However, when roads and urban roads are built in mountain and heavy hills, the situation that the slope of natural terrain is steep, the exploited stone is too large to be fully utilized, and the stone is difficult to fully compact when the stone is used as roadbed filling is often encountered. Especially for the roadbed of half-cut and half-fill, the slope toe of the side close to the fill is far extended, and can not intersect with the natural hillside (because the roadbed is ensured to be stable, the designed road slope is often larger than the natural terrain slope). When the situation is met, if a large amount of surplus stones excavated by the roadbed are not fully utilized, the roadbed is stacked in a special way, so that the engineering occupation is excessive, the engineering investment is increased intangibly, and the roadbed is not ideal. In addition, by the outside of the road on the filling side, other buildings are difficult to build, which is a defect for mountain villages and towns with shortage of land and is unfavorable for the construction and development of mountain urban roads. Therefore, in the construction process of the mountain area half-excavated half-filled roadbed, if the amount of excavated stone is large and the filling slope is too high, the retaining wall or the half-mountain bridge structure is simply adopted to support the roadbed, so that the construction process is not ideal from the investment perspective, is not perfect in design, and is correspondingly not obvious in social benefit and economic benefit. Therefore, masonry slopes are often used.
According to the anchor rod type photovoltaic support foundation disclosed by the embodiment of the utility model, the anchor rod is driven into a slope body through the anchor rod, and the anchor rod is prevented from falling off from the slope body through the anti-falling mechanism; meanwhile, the photovoltaic module is connected with the anchor rod, and the distributed photovoltaic is installed while the side slope is reinforced, so that economic benefit is obtained, the enthusiasm of enterprises for protecting the side slope can be promoted, and geological disasters are reduced. The utility model can be used for side slopes, but not for highway soil roadbed side slopes, and after roadbed is filled in layers, if anchor rods are injected, the stress distribution state in the roadbed can be changed, uneven settlement of the roadbed can be caused, and great potential safety hazard exists.
Disclosure of utility model
The utility model aims to provide a masonry roadbed side slope photovoltaic support structure which aims to enable masonry roadbed on a highway soil roadbed side slope to meet the support foundation of a photovoltaic support.
In order to achieve the above purpose, the present utility model adopts the following technical scheme:
the utility model provides a masonry roadbed slope photovoltaic support structure, which comprises:
The first supporting layer is arranged on the slope foundation bevel edge surface, and the inclination trend of the first supporting layer is consistent with that of the slope foundation bevel edge surface;
The photovoltaic module comprises a first supporting layer, a plurality of connecting foundations, a plurality of photovoltaic modules and a plurality of connecting foundations, wherein the connecting foundations are arranged on the first supporting layer, one ends of the connecting foundations are respectively connected with the first supporting layer, the connecting foundations are mutually parallel, and the connecting foundations are used for connecting the photovoltaic modules;
The stone layer is laid on the first supporting layer and surrounds a plurality of connecting foundations;
The second supporting layer is arranged on the stone layer, the second supporting layer is located away from the first supporting layer, the second supporting layer is integrally wrapped on the other ends of the connecting foundations, and the other ends of the connecting foundations extend to the outer surface of the second supporting layer so as to realize connecting and supporting of the photovoltaic module.
In a possible embodiment, the first support layer comprises:
the vertical supports are arranged on the slope foundation bevel edge surface, the arrangement direction of the vertical supports is consistent with the trend of the slope foundation bevel edge surface, and the vertical supports are parallel to each other;
The support net structure comprises a plurality of transverse support pieces, a plurality of vertical support pieces and a support net structure, wherein the transverse support pieces are arranged on the slope foundation bevel edge surface, the vertical support pieces are mutually parallel, the arrangement direction of the vertical support pieces is perpendicular to the arrangement direction of the transverse support pieces, and the vertical support pieces and the transverse support pieces are mutually perpendicular to each other.
In one possible embodiment, the first support layer is a casting.
In a possible embodiment, the connection base comprises:
At least one anchor pole, the anchor pole takes the shape of L, the vertical end of anchor pole runs through first supporting layer, stone layer and second supporting layer in proper order, and extends to the surface of second supporting layer, the horizontal end of anchor pole with support net structure links to each other.
In a possible embodiment, the connection base comprises:
Two anchor rods are arranged side by side to form an anchor group, and one ends of the two anchor rods are connected with the support net structure;
The sleeve piece is sleeved outside the anchoring group, and concrete is poured in the sleeve piece.
In one possible embodiment, the sleeve member is a PVC pipe material.
In a possible embodiment, the second support layer comprises:
the vertical supporting beams are arranged on the masonry layer, the arrangement direction of the vertical supporting beams is consistent with the trend of the slope foundation bevel edge face, and the vertical supporting beams are mutually parallel;
The vertical supporting beams are perpendicular to the setting direction of the transverse supporting beams, the vertical supporting beams and the transverse supporting beams are perpendicular to each other, and a supporting beam net structure is formed.
In one possible embodiment, the stone layer is provided with a plurality of transverse drainage ditches.
The beneficial effects of the utility model are as follows:
According to the method, the first supporting layer, the masonry layer and the second supporting layer are sequentially arranged on the inclined side surface of the slope foundation from inside to outside, the connecting foundation is respectively and stably supported by the first supporting layer, the masonry layer and the second supporting layer, the requirement on construction of the photovoltaic module can be met without piling the foundation, and the roadbed and the supporting structure are prevented from being affected by uneven sedimentation factors. The method effectively realizes that the masonry roadbed on the soil roadbed slope of the highway meets the supporting foundation requirement of the photovoltaic bracket.
Drawings
FIG. 1 is a schematic side view of a support structure for a masonry roadbed slope photovoltaic support provided in an embodiment of the present utility model;
FIG. 2 is a top view of a masonry roadbed slope photovoltaic support structure according to an embodiment of the present utility model;
fig. 3 is a schematic view of an anchoring rod structure in a supporting structure of a photovoltaic bracket for a masonry roadbed slope according to an embodiment of the present utility model.
The labels in the figures are as follows:
1. A side slope foundation; 11. road shoulders;
2. A vertical support; 21. a lateral support;
3. A stone layer is built; 31. a lateral drainage ditch;
4. a vertical support beam; 41. a transverse support beam;
5. A photovoltaic module;
6. an anchor rod; 61. a sleeve member.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all embodiments of the utility model. 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.
It should be noted that all directional indicators (such as up, down, left, right, front, and rear … …) in the embodiments of the present utility model are merely used to explain the relative positional relationship, movement, etc. between the components in a particular posture (as shown in the drawings), and if the particular posture is changed, the directional indicator is changed accordingly.
In the present utility model, unless specifically stated and limited otherwise, the terms "connected," "affixed," and the like are to be construed broadly, and for example, "affixed" may be a fixed connection, a removable connection, or an integral body; can be mechanically or electrically connected; either directly or indirectly, through intermediaries, or both, may be in communication with each other or in interaction with each other, unless expressly defined otherwise. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.
In addition, if there is a description of "first", "second", etc. in the embodiments of the present utility model, the description of "first", "second", etc. is for descriptive purposes only and is not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include at least one such feature. In addition, the meaning of "and/or" as it appears throughout includes three parallel schemes, for example "A and/or B", including the A scheme, or the B scheme, or the scheme where A and B are satisfied simultaneously. In addition, the technical solutions of the embodiments may be combined with each other, but it is necessary to base that the technical solutions can be realized by those skilled in the art, and when the technical solutions are contradictory or cannot be realized, the combination of the technical solutions should be considered to be absent and not within the scope of protection claimed in the present utility model.
Examples
Referring to fig. 1-3, in order to achieve the purpose of enabling a masonry roadbed on a highway soil roadbed slope to meet a support foundation of a photovoltaic support, in this embodiment, a masonry roadbed slope photovoltaic support structure is provided, the support structure is disposed on a hypotenuse face of a slope foundation 1, and the support structure includes: the first supporting layer, the stone layer 3, a plurality of connection basis and second supporting layer, first supporting layer sets up on slope basis 1 hypotenuse face, first supporting layer is unanimous with slope basis 1 hypotenuse face slope trend, promptly first supporting layer follows the trend of slope basis 1 hypotenuse face and carries out tiling setting to realize providing basic support to stone layer 3, guarantee bearing structure's stability. The connection foundations are arranged on the first supporting layer, one ends of the connection foundations are respectively connected with the first supporting layer, the connection foundations are arranged in parallel, and the connection foundations are used for connecting the photovoltaic module 5. The masonry layer 3 is laid on the first supporting layer, and the masonry layer 3 surrounds a plurality of connection foundations, namely, the masonry layer 3 is laid on the first supporting layer in a tiling mode, and the connection foundations are integrally surrounded, so that connection stability of the connection foundations is enhanced. The second supporting layer set up in on the masonry layer 3, just the second supporting layer is located keeping away from first supporting layer department, the second supporting layer wholly wraps up in a plurality of connect the other end of basis, and a plurality of connect the other end of basis extend to on the surface of second supporting layer to realize connecting support to photovoltaic module 5. In this embodiment, through having set gradually first supporting layer, masonry layer 3 and second supporting layer from inside to outside on slope basis 1 hypotenuse face, utilize first supporting layer, masonry layer 3 and second supporting layer to carry out stable support to the connection basis respectively, need not pile the foundation just can accomplish the requirement of photovoltaic module 5 construction, avoid roadbed and bearing structure to receive the inhomogeneous settlement factor influence. The method effectively realizes that the masonry roadbed on the soil roadbed slope of the highway meets the supporting foundation requirement of the photovoltaic bracket.
In this embodiment, the first supporting layer is constructed by casting, that is, the first supporting layer is cast on the inclined plane of the slope foundation 1. Specifically, the first supporting layer includes: the vertical support pieces 2 are arranged on the inclined side surface of the slope foundation 1, the vertical support pieces 2 are arranged in the same direction as the trend of the inclined side surface of the slope foundation 1, and the vertical support pieces 2 are parallel to each other. The plurality of transverse supporting pieces 21 are arranged on the inclined side surface of the slope foundation 1, the plurality of vertical supporting pieces 2 are parallel to each other, the arrangement direction of the vertical supporting pieces 2 is perpendicular to the arrangement direction of the transverse supporting pieces 21, and the plurality of vertical supporting pieces 2 and the plurality of transverse supporting pieces 21 are perpendicular to each other to form a supporting net structure. The support net structure is located in the pouring layer and used for reinforcing the supporting effect of the first support layer. In this embodiment, one end of the plurality of the anchoring rods 6 is connected to the supporting net structure, so as to ensure the overall supporting effect of the anchoring rods 6 on the photovoltaic module 5. In a possible embodiment, the lateral supports 21 and the vertical supports 2 are made of reinforced steel. Namely, the supporting net structure is a reinforcing net.
In this embodiment, a plurality of the connection bases are disposed parallel to each other, that is, the connection bases may be disposed following the installation position of the photovoltaic module 5. For convenience in describing the overall structure of the connection base, one of the connection bases is illustrated. Specifically, one of the connection bases includes: the anchor pole, anchor pole 6 takes the form of L, the vertical end of anchor pole 6 runs through first supporting layer, masonry layer 3 and second supporting layer in proper order, and extends to the surface on second supporting layer, the horizontal end of anchor pole 6 with support net structure links to each other. In this embodiment, in order to ensure the connection strength between the anchoring rod 6 and the supporting net structure, the horizontal end of the anchoring rod 6 is welded to the supporting net structure. So as to realize that the vertical end of the anchor rod piece can carry out integral supporting anchoring on the photovoltaic module 5. In this embodiment, the construction manner of the anchoring rods 6 may be that two anchoring rods 6 are arranged side by side to form an anchoring group, the sleeve member 61 is sleeved outside the anchoring group, the influence on the anchoring group during construction of the masonry layer 3 and the second supporting layer is reduced, and then concrete is poured into the sleeve member 61, so that the structure of the anchoring group is limited and fixed in the sleeve member 61, and a connection foundation of the photovoltaic module 5 is formed. Preferably, the sleeve member 61 is made of PVC pipe. The vertical end of the anchoring rod 6 is provided with a screw thread, so that the anchoring rod 6 can be connected with the photovoltaic module 5.
In this embodiment, the second support layer includes: the vertical supporting beams 4 are arranged on the masonry layer 3, the arrangement directions of the vertical supporting beams 4 are consistent with the trend of the inclined side face of the side slope foundation 1, and the vertical supporting beams 4 are mutually parallel. The plurality of transverse supporting beams 41 are arranged on the masonry layer 3, the plurality of vertical supporting beams 4 are parallel to each other, the arrangement direction of the vertical supporting beams 4 is perpendicular to the arrangement direction of the transverse supporting beams 41, and the plurality of vertical supporting beams 4 and the plurality of transverse supporting beams 41 are perpendicular to each other to form a supporting beam net structure. Through be provided with a supporting beam net structure on the masonry layer 3, on the one hand can carry out spacingly to the masonry layer 3 on the hypotenuse face of side slope basis 1 wholly, on the other hand has also consolidated the support stability of a plurality of connection foundations.
In this embodiment, in order to enable the side slope stone layer 3 on the supporting mechanism to perform normal drainage, a plurality of lateral drainage ditches 31 are provided on the stone layer 3, and the setting direction of the lateral drainage ditches 31 is perpendicular to the trend of the side slope, that is, the lateral drainage ditches 31 are horizontally opened on the side slope.
In this embodiment, in order to ensure the overall stability of the supporting structure, the supporting structure may be hidden in the road shoulder 11, that is, the first supporting layer structure and the masonry layer 3 of the supporting structure may be hidden in the road shoulder 11 at the position close to the road shoulder 11, and then the overall installation angle of the supporting structure is consistent with the slope surface of the slope foundation 1. In one possible embodiment, in order to allow the stability of the installation of the support structure on the slope surface of the slope foundation 1, the slope surface of the slope foundation 1 may be trimmed when the support structure is installed, so as to allow the slope surface of the slope foundation 1 to meet the construction foundation requirements of the support structure.
The foregoing is only a preferred embodiment of the present utility model, but the scope of the present utility model is not limited thereto, and any person skilled in the art, who is within the scope of the present utility model, should make equivalent substitutions or modifications according to the technical scheme of the present utility model and the inventive concept thereof, and should be covered by the scope of the present utility model.
Claims (8)
1. A masonry roadbed slope photovoltaic support structure comprising:
The first supporting layer is arranged on the slope foundation bevel edge surface, and the inclination trend of the first supporting layer is consistent with that of the slope foundation bevel edge surface;
The photovoltaic module comprises a first supporting layer, a plurality of connecting foundations, a plurality of photovoltaic modules and a plurality of connecting foundations, wherein the connecting foundations are arranged on the first supporting layer, one ends of the connecting foundations are respectively connected with the first supporting layer, the connecting foundations are mutually parallel, and the connecting foundations are used for connecting the photovoltaic modules;
The stone layer is laid on the first supporting layer and surrounds a plurality of connecting foundations;
The second supporting layer is arranged on the stone layer, the second supporting layer is located away from the first supporting layer, the second supporting layer is integrally wrapped on the other ends of the connecting foundations, and the other ends of the connecting foundations extend to the outer surface of the second supporting layer so as to realize connecting and supporting of the photovoltaic module.
2. A masonry roadbed slope photovoltaic module support structure according to claim 1 wherein the first support layer comprises:
the vertical supports are arranged on the slope foundation bevel edge surface, the arrangement direction of the vertical supports is consistent with the trend of the slope foundation bevel edge surface, and the vertical supports are parallel to each other;
The support net structure comprises a plurality of transverse support pieces, a plurality of vertical support pieces and a support net structure, wherein the transverse support pieces are arranged on the slope foundation bevel edge surface, the vertical support pieces are mutually parallel, the arrangement direction of the vertical support pieces is perpendicular to the arrangement direction of the transverse support pieces, and the vertical support pieces and the transverse support pieces are mutually perpendicular to each other.
3. The masonry roadbed slope photovoltaic support structure of claim 2, wherein the first support layer is a casting construction.
4. A masonry roadbed slope photovoltaic module support structure according to claim 3 wherein the connection foundation comprises:
At least one anchor pole, the anchor pole takes the shape of L, the vertical end of anchor pole runs through first supporting layer, stone layer and second supporting layer in proper order, and extends to the surface of second supporting layer, the horizontal end of anchor pole with support net structure links to each other.
5. A masonry roadbed slope photovoltaic module support structure according to claim 4 wherein the connection foundation comprises:
Two anchor rods are arranged side by side to form an anchor group, and one ends of the two anchor rods are connected with the support net structure;
The sleeve piece is sleeved outside the anchoring group, and concrete is poured in the sleeve piece.
6. A masonry roadbed slope photovoltaic support structure according to claim 5 wherein the sleeve member is PVC pipe material.
7. A masonry roadbed slope photovoltaic module support structure according to claim 6 wherein the second support layer comprises:
the vertical supporting beams are arranged on the masonry layer, the arrangement direction of the vertical supporting beams is consistent with the trend of the slope foundation bevel edge face, and the vertical supporting beams are mutually parallel;
The vertical supporting beams are perpendicular to the setting direction of the transverse supporting beams, the vertical supporting beams and the transverse supporting beams are perpendicular to each other, and a supporting beam net structure is formed.
8. A masonry roadbed slope photovoltaic support structure according to claim 1, wherein a plurality of lateral drainage ditches are provided on the masonry layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323234664.8U CN221263679U (en) | 2023-11-29 | 2023-11-29 | Masonry roadbed slope photovoltaic support supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323234664.8U CN221263679U (en) | 2023-11-29 | 2023-11-29 | Masonry roadbed slope photovoltaic support supporting structure |
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| Publication Number | Publication Date |
|---|---|
| CN221263679U true CN221263679U (en) | 2024-07-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323234664.8U Active CN221263679U (en) | 2023-11-29 | 2023-11-29 | Masonry roadbed slope photovoltaic support supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221263679U (en) |
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2023
- 2023-11-29 CN CN202323234664.8U patent/CN221263679U/en active Active
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