CN213979032U - Prefabricated solar energy foundation structure - Google Patents
Prefabricated solar energy foundation structure Download PDFInfo
- Publication number
- CN213979032U CN213979032U CN202022921439.1U CN202022921439U CN213979032U CN 213979032 U CN213979032 U CN 213979032U CN 202022921439 U CN202022921439 U CN 202022921439U CN 213979032 U CN213979032 U CN 213979032U
- Authority
- CN
- China
- Prior art keywords
- horizontal cross
- prefabricated
- rib
- solar
- ribs
- 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.)
- Active
Links
Images
Landscapes
- Foundations (AREA)
Abstract
The utility model discloses a prefabricated solar foundation structure, which comprises an outer barrel, wherein the lower end of the outer barrel is provided with a horizontal cross rib, and the horizontal cross rib is bound and fixed with a reinforcing rib of a prefabricated foundation and a waterproof protective layer reinforcing mesh; vertical ribs connected with the horizontal cross ribs are arranged inside the outer barrel and connected with the solar bracket; a first pouring concrete layer is arranged inside the outer cylinder and covers the connecting part of the horizontal cross-shaped rib and the vertical rib; and a second poured concrete layer is further arranged in the outer barrel and covers the joint of the vertical rib and the solar support. The utility model provides a pair of prefabricated solar energy foundation structure, its is rational in infrastructure, solves prefabricated basic location difficult, consolidate difficult and the not enough problem of withdrawal resistance, practices thrift a large amount of templates and waterproofing membrane, and waterproof construction is very convenient simultaneously, reduces the seepage hidden danger, has improved construction quality.
Description
Technical Field
The utility model belongs to the technical field of building engineering, a prefabricated solar energy foundation structure is related to.
Background
In building engineering, a roofing solar energy base structure is generally formed by inserting steel bars on a roofing structure, installing embedded parts and pouring concrete of the roofing structure at one time after a formwork is hung. The one-step pouring forming of the solar foundation has the defects of complex working procedures, difficult positioning and reinforcement, large template loss, complex waterproof construction detail treatment, large waterproof coiled material loss, incapability of closing a waterproof layer, large leakage hidden danger and the like, and influences the construction quality of the solar foundation structure to a certain extent.
Therefore, it is necessary to design a prefabricated solar infrastructure to solve the technical problems in the prior art.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the partial technical problem that exists among the prior art to a certain extent at least, the prefabricated solar energy infrastructure that provides, its is rational in infrastructure, solves the problem that prefabricated basis location is difficult, consolidate difficult and the resistance to plucking is not enough, practices thrift a large amount of templates and waterproofing membrane, and waterproofing construction is very convenient simultaneously, reduces the seepage hidden danger, has improved construction quality.
In order to solve the technical problem, the utility model provides a prefabricated solar foundation structure, which comprises an outer barrel, wherein the lower end of the outer barrel is provided with a horizontal cross rib, and the horizontal cross rib is bound and fixed with a reinforcing rib and a waterproof protective layer reinforcing mesh sheet of a prefabricated foundation; vertical ribs connected with the horizontal cross ribs are arranged inside the outer barrel and connected with the solar bracket; a first pouring concrete layer is arranged inside the outer cylinder and covers the connecting part of the horizontal cross-shaped rib and the vertical rib; and a second poured concrete layer is further arranged in the outer barrel and covers the joint of the vertical rib and the solar support.
In a preferred embodiment, the bottom end of the vertical rib is provided with a 180-degree hook which fixes the horizontal cross rib.
In a preferred embodiment, the length of the hook is 3 to 5 times the outer diameter of the horizontal cross rib.
In a preferred embodiment, the lower end of the outer cylinder is provided with a notch, and the arrangement position of the notch is matched with the horizontal cross rib.
In a preferred embodiment, the notch is arranged along the length direction of the outer side wall of the outer cylinder, and the length of the notch is 3 times to 5 times of the outer diameter of the horizontal cross rib.
In a preferred embodiment, the outer circumference of the outer cylinder is further provided with at least one drainage hole.
In a preferred embodiment, the drainage hole is located at the joint of the first cast concrete layer and the second cast concrete layer.
In a preferred embodiment, the outer cylinder and the horizontal cross rib are arranged on the upper side of the reinforcing rib and the waterproof protective layer reinforcing mesh.
In a preferred embodiment, the horizontal cross ribs are concentrically arranged with the outer cylinder, and the length of the horizontal cross ribs is greater than the diameter of the outer cylinder.
As a preferred embodiment, the length of the horizontal cross rib is 200mm larger than the diameter of the outer cylinder.
The utility model discloses beneficial effect:
the utility model provides a pair of prefabricated solar energy foundation structure, its is rational in infrastructure, sets up on the waterproof layer, and the inside perpendicular muscle of urceolus is connected with waterproof layer reinforcing bar net piece ligature, solves the difficult and not enough problem of anti-pulling force of prefabricated basic location, practices thrift a large amount of templates and waterproofing membrane, and waterproof construction is very convenient simultaneously, reduces the seepage hidden danger, has improved construction quality. Meanwhile, the concrete excess of the main body is processed and prefabricated in a centralized manner, so that concrete is saved, and the construction efficiency is improved; the installation and positioning are convenient, the problems of difficult positioning and difficult reinforcement of the traditional template hanging die are solved, and the template material is saved; when the solar foundation structure is prefabricated, the middle part of the pipe wall is provided with the water drainage hole, so that water accumulation in the cylinder is effectively avoided, and the construction quality is ensured; and (3) concrete is poured for the second time, the concrete is completely oriented to the slope finding around, the problems of corrosion of the reinforcing steel bars and water drainage are solved, and the durability is improved.
Drawings
The above advantages of the present invention will become more apparent and more readily appreciated from the detailed description taken in conjunction with the following drawings, which are given by way of illustration only and do not limit the present invention, and in which:
fig. 1 is a schematic structural view of a prefabricated solar infrastructure according to the present invention;
FIG. 2 is a schematic structural view of the outer barrel of the present invention;
FIG. 3 is a top view of the outer cylinder of the present invention fixed to a horizontal cross rib;
fig. 4 is a schematic view of the reinforcing rib of the prefabricated foundation of the present invention.
In the drawings, the reference numerals denote the following components:
10. an outer cylinder; 10a, a notch; 10b, a water drainage hole; 20. horizontal cross ribs; 30. erecting ribs; 40a, a first pouring concrete layer; 40b, a second pouring concrete layer; 50. reinforcing ribs; 60. waterproof protective layer reinforcing bar net piece.
Detailed Description
Fig. 1 to 4 are schematic views related to a prefabricated solar infrastructure according to the present application, and the present invention will be described in detail with reference to the following embodiments and accompanying drawings.
The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
The drawings in the present specification are schematic views to assist in explaining the concept of the present invention, and schematically show the shapes of the respective portions and the mutual relationships thereof. It should be noted that for the sake of clarity in showing the structures of the various components of the embodiments of the present invention, the drawings are not drawn to the same scale. Like reference numerals are used to denote like parts.
A schematic structural view of a prefabricated solar infrastructure, as shown in fig. 1 to 4. The prefabricated solar foundation structure comprises an outer cylinder 10, wherein a horizontal cross rib 20 is arranged at the lower end of the outer cylinder 10, and the horizontal cross rib 20 is bound and fixed with reinforcing ribs and a waterproof protective layer reinforcing mesh of a prefabricated foundation; the inner part of the outer cylinder 10 is provided with a vertical rib 30 connected with the horizontal cross rib 20, and the vertical rib 30 is connected with the solar bracket; a first pouring concrete layer 40a is arranged in the outer cylinder 10 and covers the connecting part of the horizontal cross rib 20 and the vertical rib 30; the inner part of the outer cylinder 10 is further provided with a second poured concrete layer 40b which covers the joint of the vertical bar 30 and the solar support.
The utility model discloses in, urceolus 10 and horizontal cross muscle 20 set up the upside at strengthening rib and water proof coating reinforcing bar net piece. A large amount of waterproof details are saved, waterproof coiled materials are saved, waterproof construction is convenient, the waterproof integrity is good, and the hidden danger of leakage is effectively reduced.
Fig. 4 is a schematic diagram of a reinforcing rib 50 of a prefabricated foundation, wherein the reinforcing rib 50 can ensure that the solar foundation structure is reliably fixed, and the horizontal cross rib 20 is also welded on a waterproof protective layer reinforcing mesh 60.
In fig. 1, the bottom end of the vertical rib 30 is provided with a 180 ° hook that fixes the horizontal cross rib 20. The vertical ribs 30 are connected with the horizontal cross ribs of the prefabricated foundation and the reinforcing mesh of the waterproof protective layer in a binding mode, and the problem that the uplift resistance of the prefabricated foundation is insufficient is solved.
Further, the length of the hook is 3 times to 5 times of the outer diameter of the horizontal cross rib 20, and the reliability of connection and fixation of the vertical ribs 30 is effectively guaranteed. The vertical ribs 30 and the solar support are fixed in a double-sided welding mode.
Fig. 2 is a schematic structural diagram of the outer barrel of the present invention, wherein a notch 10a is provided at the lower end of the outer barrel 10, and the position of the notch is matched with the horizontal cross rib 20. In fig. 2, the notches 10a are 4 pieces in number, and are uniformly arranged along the outer cylinder 10.
Further, the notch 10a is arranged along the length direction of the outer side wall of the outer cylinder 10, and the length of the notch is 3 times to 5 times of the outer diameter of the horizontal cross rib 20, so that the horizontal cross rib 20 is reliably fixed at the lower end of the outer cylinder 10.
In fig. 2, at least one drain hole 10b is further provided on the outer peripheral side of the outer cylinder 10. The drainage hole 10b is located at the joint of the first casting concrete layer 40a and the second casting concrete layer 40b. The arrangement of the water drainage holes 10b can effectively avoid water accumulation in the outer barrel 10, and the construction quality is guaranteed.
Fig. 3 is a top view of the outer cylinder of the present invention fixed to a horizontal cross rib, the horizontal cross rib 20 is concentrically disposed with the outer cylinder 10, and the length of the horizontal cross rib 20 is greater than the diameter of the outer cylinder 10. Preferably, the length of the horizontal cross rib 20 is 200mm larger than the diameter of the outer cylinder 10.
The prefabricated foundation concrete is poured twice, and 100mm is poured each time after the prefabricated foundation concrete is welded and fixed with the solar support for the second time during the first time of centralized processing and manufacturing. The height of the pipe wall 1/2 is provided with a drain hole 10b, so that water accumulation in the barrel is avoided.
The prefabricated foundation is installed in place, and the solar support can be installed after the waterproof protective layer is constructed. The vertical steel bars and the two sides of the solar support are fully welded, the length of a welding line is 100mm, and the welding line is not higher than the pipe orifice. And removing welding slag, pouring fine stone concrete compactly after the concealed acceptance check is qualified, properly making slope for the concrete finished surface around, and protecting the welding line and the vertical stressed steel bar by using the concrete to prevent the steel bar from being corroded.
Compare in prior art's shortcoming and not enough, the utility model provides a pair of prefabricated solar energy foundation structure, its is rational in infrastructure, solves prefabricated basic location difficult, consolidate difficult and the not enough problem of withdrawal resistance, practices thrift a large amount of templates and waterproofing membrane, and waterproof construction is very convenient simultaneously, reduces the seepage hidden danger, has improved construction quality.
The present invention is not limited to the above embodiments, and any person can obtain other products in various forms without departing from the scope of the present invention, but any change in shape or structure is included in the technical solution that is the same as or similar to the present invention.
Claims (10)
1. A prefabricated solar foundation structure is characterized by comprising an outer barrel, wherein a horizontal cross rib is arranged at the lower end of the outer barrel, and the horizontal cross rib is bound and fixed with reinforcing ribs and a waterproof protective layer steel bar net piece of a prefabricated foundation; vertical ribs connected with the horizontal cross ribs are arranged inside the outer barrel and connected with the solar bracket; a first pouring concrete layer is arranged inside the outer cylinder and covers the connecting part of the horizontal cross-shaped rib and the vertical rib; and a second poured concrete layer is further arranged in the outer barrel and covers the joint of the vertical rib and the solar support.
2. Prefabricated solar substructure according to claim 1, characterized in that the bottom ends of the vertical bars are provided with 180 ° hooks, which hold horizontal cross bars.
3. The prefabricated solar infrastructure of claim 2 wherein said hooks have a length of 3 to 5 times an outer diameter of said horizontal cross ribs.
4. The prefabricated solar infrastructure of claim 1 wherein said outer shaft is notched at its lower end and positioned to mate with said horizontal cross ribs.
5. The prefabricated solar substructure of claim 4, wherein said notch is provided along the length of the outer sidewall of said outer tub, and the length thereof is 3 to 5 times the outer diameter of said horizontal cross rib.
6. The prefabricated solar infrastructure of claim 1 wherein said outer perimeter side of said outer tub is further provided with at least one drainage aperture.
7. The prefabricated solar substructure of claim 6, wherein said weep holes are located at the intersection of a first cast concrete layer and a second cast concrete layer.
8. The prefabricated solar substructure of claim 1, wherein said outer tub and horizontal cross bars are arranged on the upper side of the reinforcing bars and the water-proof cover reinforcing mesh.
9. The prefabricated solar infrastructure of claim 1 wherein said horizontal cross ribs are concentrically disposed with said outer cylinder, said horizontal cross ribs having a length greater than a diameter of said outer cylinder.
10. The prefabricated solar infrastructure of claim 9 wherein said horizontal cross ribs have a length 200mm greater than the diameter of said outer shaft.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022921439.1U CN213979032U (en) | 2020-12-09 | 2020-12-09 | Prefabricated solar energy foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022921439.1U CN213979032U (en) | 2020-12-09 | 2020-12-09 | Prefabricated solar energy foundation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213979032U true CN213979032U (en) | 2021-08-17 |
Family
ID=77241207
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022921439.1U Active CN213979032U (en) | 2020-12-09 | 2020-12-09 | Prefabricated solar energy foundation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213979032U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115162634A (en) * | 2022-08-11 | 2022-10-11 | 中国建筑一局(集团)有限公司 | Photovoltaic support foundation structure suitable for passive form building roof |
-
2020
- 2020-12-09 CN CN202022921439.1U patent/CN213979032U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115162634A (en) * | 2022-08-11 | 2022-10-11 | 中国建筑一局(集团)有限公司 | Photovoltaic support foundation structure suitable for passive form building roof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203113580U (en) | Concrete laminated slab with steel bar trusses | |
| CN100396860C (en) | Concrete building combined with heat insulating framework and its construction method | |
| CN110761322B (en) | Cast-in-place pipe gallery side wall horizontal construction joint reinforcing structure and construction method thereof | |
| CN109441151A (en) | Prefabricated toilet and its construction and installation method | |
| CN213979032U (en) | Prefabricated solar energy foundation structure | |
| CN109914644A (en) | A kind of assembled heat insulation masonry wall and preparation method thereof | |
| CN108643585A (en) | Precast concrete sandwich heat preservation Side fascia and its preparation construction method | |
| CN201473974U (en) | Novel steel plate water stopper | |
| CN206189695U (en) | Roof boarding installation node | |
| CN209277619U (en) | Prefabricated toilet | |
| CN206189690U (en) | Roof boarding and room lid | |
| CN206289837U (en) | A kind of assembly type roof system | |
| CN110206311A (en) | A kind of quadrate steel pipe column adds the rammed earth wall building method of reinforcing bar | |
| CN208251173U (en) | A kind of poured band of outer wall of basement advanced water-stopping plate device | |
| CN214832930U (en) | Prefabricated non-dismantling post-pouring strip template | |
| CN218091525U (en) | Kitchen bathroom floor connected node and building | |
| CN219386414U (en) | Falling-preventing structure for inspection well | |
| CN216615983U (en) | Underground chamber roof post-cast strip is enclosed construction in advance | |
| CN213709919U (en) | Post-cast strip finished product shutoff apron | |
| CN209741879U (en) | Advanced construction waterproof board for water collecting well bottom plate | |
| CN212248328U (en) | Raft foundation and tower crane foundation's linking structure | |
| CN213329087U (en) | Pipeline support assembled pile foundation structure | |
| CN217232344U (en) | Prefabricated floor slab component structure of bathroom | |
| CN207063541U (en) | The flowerpot type bellows for smashing hole is poured for contrary sequence method and flowerpot type pours and smashes hole | |
| CN212742954U (en) | Waterproof connecting node of double-sided superposed concrete wallboard and bottom plate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |