CN216865231U - Prefabricated assembly beam plate type fan foundation - Google Patents
Prefabricated assembly beam plate type fan foundation Download PDFInfo
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- CN216865231U CN216865231U CN202122980144.6U CN202122980144U CN216865231U CN 216865231 U CN216865231 U CN 216865231U CN 202122980144 U CN202122980144 U CN 202122980144U CN 216865231 U CN216865231 U CN 216865231U
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Abstract
A prefabricated assembly beam plate type fan foundation comprises a plurality of fan-shaped prefabricated templates, wherein each prefabricated template comprises a rib beam, two sides of each rib beam are respectively and symmetrically connected with the side edge of a bottom plate, the prefabricated templates are enclosed to form a circular ring shape, and the center of the circular ring is connected with a central pillar; hoisting a prefabricated beam template prefabricated according to the design in a factory on the concrete cushion, penetrating the prefabricated beam template through a bolt hole reserved on the prefabricated beam template through a bolt to be fixedly connected with the concrete cushion to form a circular ring shape, then inserting a steel bar reserved at the inner side end of the prefabricated beam template into the central column, and pouring the prefabricated beam template and the central column into a whole; the utility model can improve the working efficiency and reduce the damage to the environment, and can greatly reduce the construction cost and improve the construction quality by hoisting the prefabricated template on site.
Description
Technical Field
The utility model relates to a wind power fan foundation, in particular to a prefabricated assembly beam plate type fan foundation.
Background
At present, a wind power market often adopts a cast-in-place extension foundation on the basis of a natural foundation fan, so that an ideal economic and technical effect is difficult to obtain, the construction quality in a severe cold area is difficult to guarantee, the construction progress is slow, the construction period of a wind power project is difficult to guarantee, and the burden of the environment is increased. At present, the following defects exist in common expanded foundations and cast-in-place beam-slab fan foundations:
1) the expansion foundation is widely applied to natural foundations, the concrete consumption is large, and pouring difficulty exists in foundation construction in severe cold areas.
2) For enlarging the plate type fan foundation in the conventional cast-in-place design, the beam plate type fan foundation can save the concrete consumption, but the defects of difficult formwork support, small steel bar interval, difficult vibration and compaction of concrete, slow construction progress and the like exist simultaneously.
Disclosure of Invention
In order to solve the problems in the prior art, the utility model aims to provide a prefabricated beam-slab type fan foundation which is hoisted on site through a prefabricated beam-slab foundation module, can solve the problems of difficult formwork support, small steel bar spacing, slow construction progress, difficult vibration and compaction of concrete in severe cold regions and difficult guarantee of construction quality in the construction of the traditional beam-slab type fan foundation, and has the advantages of simple structure and convenient installation.
In order to achieve the purpose, the utility model adopts the following technical scheme:
the utility model provides a prefabricated assembly beam slab fan basis, includes fan-shaped precast beam template 4 of polylith, precast beam template 4 includes rib 1, and 1 both sides of rib are the side of symmetric connection bottom plate 3 respectively, and polylith precast beam template 4 encloses to close and forms the ring form, and the ring center is connected with central pillar 2.
And two sides of the rib beam 1 are integrally connected with the connecting bottom plate 3.
The prefabricated beam template 4 which is enclosed to form a circular ring shape and the central column 2 at the center of the circular ring are arranged on the concrete cushion 5.
The precast beam template 4 is reserved with bolt holes and is fixedly connected with the concrete cushion 5 through bolts.
And a reinforcing steel bar is reserved at the inner side end of the precast beam template 4 and is inserted into the central column 2 to be poured into a whole with the central column 2.
The utility model has the beneficial effects that:
1. high structural reliability, prefabrication and construction, and easy quality control
The prefabricated foundation adopts the prefabricated technology of wholesale, compares with cast-in-place foundation, and it is better to pour the environment, easily controls the maintenance problem of bulky concrete, reduces the concrete because of the maintenance is improper, the intensity loss that leads to, promotes the quality of concrete.
2. The concrete consumption is reduced, compared with the conventional gravity type foundation, the concrete consumption is greatly reduced, and the project construction period is shortened.
3. The construction period is shortened, and the construction period can be greatly shortened. After the assembly is finished, the wind turbine tower drum and the iron tower can be directly hoisted, the wind turbine foundation is saved by about 24 days, and the wind turbine foundation is suitable for a grid connection project for a construction period.
4. The application range is wide, the method is suitable for onshore machine type and non-pile foundation, and the problems that the construction quality of the foundation can not be guaranteed in winter and the like can be solved well.
Drawings
FIG. 1 is a top view of the structure of the present invention.
FIG. 2 is a cross-sectional view taken along line A-A of the present invention.
FIG. 3 is a cross-sectional view taken along line B-B of the present invention.
Fig. 4 is a schematic structural view of the precast beam formwork 4 according to the present invention.
Fig. 5 is a side view of the precast beam formwork 4 of the present invention.
In the figure: 1-a rib beam; 2-a central pillar; 3-a bottom plate; 4-prefabricating a beam template; 5-concrete cushion.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1 to 3, a prefabricated assembly beam plate type fan foundation comprises a plurality of fan-shaped prefabricated beam templates 4, each prefabricated beam template 4 comprises a rib beam 1, two sides of each rib beam 1 are respectively and symmetrically connected with the side edges of a bottom plate 3, the prefabricated beam templates 4 are enclosed to form a circular ring, and the center of the circular ring is connected with a central column 2.
And two sides of the rib beam 1 are integrally connected with the connecting bottom plate 3.
The prefabricated beam template 4 which is enclosed to form a circular ring shape and the central column 2 at the center of the circular ring are arranged on the concrete cushion 5.
The precast beam template 4 is reserved with bolt holes and is fixedly connected with the concrete cushion 5 through bolts.
And a reinforcing steel bar is reserved at the inner side end of the precast beam template 4 and is inserted into the central column 2 to be poured into a whole with the central column 2.
The working principle of the utility model is as follows:
on the concrete cushion 5, a prefabricated beam template 4 prefabricated according to the design in a factory is hoisted, and penetrates through a bolt hole reserved on the prefabricated beam template 4 through a bolt to be fixedly connected with the concrete cushion 5 to form a circular ring shape, then a steel bar reserved at the inner side end of the prefabricated beam template 4 is inserted into the central column 2, and the prefabricated beam template 4 and the central column 2 are poured into a whole.
Claims (5)
1. The utility model provides a prefabricated assembly beam slab fan basis, includes fan-shaped precast beam template of polylith (4), its characterized in that: the precast beam templates (4) comprise rib beams (1), the two sides of the rib beams (1) are respectively and symmetrically connected with the side edges of the bottom plates (3), the precast beam templates (4) are enclosed to form a circular ring shape, and the center of the circular ring is connected with a central column (2).
2. The prefabricated assembled beam plate type fan foundation of claim 1, wherein: and the two sides of the rib beam (1) are integrally connected with the connecting bottom plate (3).
3. The prefabricated assembled beam plate type fan foundation of claim 1, wherein: the precast beam template (4) which is enclosed to form a circular ring shape and the central column (2) at the center of the circular ring are arranged on the concrete cushion (5).
4. The prefabricated assembled beam plate type fan foundation of claim 1, wherein: the precast beam template (4) is reserved with bolt holes and is fixedly connected with the concrete cushion (5) through bolts.
5. The prefabricated assembled beam plate type fan foundation of claim 1 or 4, wherein: and a reinforcing steel bar is reserved at the inner side end of the precast beam template (4), and the reinforcing steel bar is inserted into the central column (2) and poured into a whole with the central column (2).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202122980144.6U CN216865231U (en) | 2021-11-30 | 2021-11-30 | Prefabricated assembly beam plate type fan foundation |
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CN202122980144.6U CN216865231U (en) | 2021-11-30 | 2021-11-30 | Prefabricated assembly beam plate type fan foundation |
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CN216865231U true CN216865231U (en) | 2022-07-01 |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN118390563A (en) * | 2024-06-28 | 2024-07-26 | 浙江华东新能科技有限公司 | Beam-slab pile foundation structure and construction method thereof |
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2021
- 2021-11-30 CN CN202122980144.6U patent/CN216865231U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN118390563A (en) * | 2024-06-28 | 2024-07-26 | 浙江华东新能科技有限公司 | Beam-slab pile foundation structure and construction method thereof |
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