CN221030288U - Cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure - Google Patents
Cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure Download PDFInfo
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- CN221030288U CN221030288U CN202323029438.6U CN202323029438U CN221030288U CN 221030288 U CN221030288 U CN 221030288U CN 202323029438 U CN202323029438 U CN 202323029438U CN 221030288 U CN221030288 U CN 221030288U
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 176
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 144
- 238000004146 energy storage Methods 0.000 title claims abstract description 47
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 97
- 239000010959 steel Substances 0.000 claims abstract description 97
- 239000004567 concrete Substances 0.000 claims abstract description 17
- 239000011449 brick Substances 0.000 claims description 10
- 238000010276 construction Methods 0.000 description 29
- 239000002689 soil Substances 0.000 description 20
- 238000009415 formwork Methods 0.000 description 7
- 238000009412 basement excavation Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 238000007796 conventional method Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 230000006835 compression Effects 0.000 description 3
- 238000007906 compression Methods 0.000 description 3
- 238000005553 drilling Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 239000002344 surface layer Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009933 burial Methods 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
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Abstract
The utility model discloses a cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure which comprises side cast-in-situ reinforced concrete piles, concrete and middle cast-in-situ reinforced concrete piles, wherein cast-in-situ reinforced concrete cross beams, cast-in-situ reinforced concrete longitudinal beams and cast-in-situ reinforced concrete secondary beams are respectively arranged at the top ends of the side cast-in-situ reinforced concrete piles and the middle cast-in-situ reinforced concrete piles. The utility model discloses a cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure, which is formed by the cooperation of side cast-in-situ reinforced concrete piles, pile body longitudinal steel bars, pile body transverse stirrups, concrete, middle cast-in-situ reinforced concrete piles, beam longitudinal steel bars, beam transverse stirrups, cast-in-situ reinforced concrete beams, cast-in-situ reinforced concrete longitudinal beams, cast-in-situ reinforced concrete secondary beams, steel embedded parts, steel anchor plates, steel anchor bars and through-length channel steel.
Description
Technical Field
The utility model relates to the technical field of battery energy storage, in particular to a cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure.
Background
The prefabricated cabin of the energy storage battery weighs about tens of tons, is about tens of meters long and is about several meters wide. The prefabricated cabin equipment is installed at a height of about half a meter above the ground. The height of the battery prefabricated cabin is not high, about three meters, wind load or earthquake load is relatively small, and the stress is mainly vertical load. In the areas of deserts, gobi and the like, the geological conditions are relatively good, the soil foundation comprises hard plastic clay foundations, the bearing capacity of the foundation is relatively high, and the requirements are basically met by adopting natural foundations. The conventional prefabricated cabin equipment foundation is supported by a through-length reinforced concrete vertical wall, and a through-length reinforced concrete strip-shaped foundation is arranged below the through-length reinforced concrete vertical wall. Or a low reinforced concrete frame structure is adopted, the weight of the prefabricated cabin equipment is supported on the reinforced concrete frame beam, and then the prefabricated cabin equipment is transferred to the reinforced concrete independent foundation through the reinforced concrete frame column.
The energy storage cabin equipment foundation of the type generally adopts mechanical large excavation, the earth excavation amount and the backfill amount are large, if the construction is not timely, rainwater can be accumulated in a foundation pit when encountering rainy season, disturbance is caused to foundation soil, construction is difficult, and the construction period is influenced. The equipment foundation has a large amount of workload such as formwork binding concrete pouring, and most of links are basically completed by manpower, so that the construction progress is slow. The construction site has large wet workload, the site civilized construction degree is not high, the influence on the environment is large, if the construction in winter is required for progress reasons, the foundation type reinforced concrete cast-in-situ workload is large, and when the temperature is lower than a certain degree, a large number of winter construction measures are required, and the construction cost is high. In addition, the work load of excavation and backfilling, the steel bars and the templates is large, the construction is inconvenient in winter, the construction progress is slow, the construction difficulty is large, the energy storage battery prefabricated cabin equipment foundation of the type is adopted, the excavation amount and the backfilling amount are large, the consumption of reinforced concrete materials is large, and if a single cabin equipment foundation is adopted, the occupied area is large. Because the energy storage battery prefabricated cabin equipment has a plurality of foundations, a large amount of reinforced concrete materials and labor cost can be consumed, the construction difficulty is high, the construction speed is low, and the engineering cost is high.
Therefore, it is necessary to provide a cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure to solve the technical problems.
Disclosure of utility model
The utility model aims to provide a cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure so as to solve the problems in the background art.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
The double-cabin structure of the cast-in-situ reinforced concrete energy storage battery prefabricated cabin comprises side cast-in-situ reinforced concrete piles, concrete and middle cast-in-situ reinforced concrete piles, wherein cast-in-situ reinforced concrete crossbeams, cast-in-situ reinforced concrete longitudinal beams and cast-in-situ reinforced concrete secondary beams are respectively arranged at the top ends of the side cast-in-situ reinforced concrete piles and the middle cast-in-situ reinforced concrete piles, and a plurality of steel embedded parts which are distributed at equal intervals are arranged at the tops of the cast-in-situ reinforced concrete crossbeams, the cast-in-situ reinforced concrete longitudinal beams and the cast-in-situ reinforced concrete secondary beams.
As a further scheme of the utility model: the cast-in-situ reinforced concrete longitudinal beam comprises a cast-in-situ reinforced concrete longitudinal beam, wherein a cast-in-situ constructional column is arranged at the top of the cast-in-situ reinforced concrete longitudinal beam, a firewall frame column is arranged at the top of the middle cast-in-situ reinforced concrete pile, a firewall frame beam is arranged on the firewall frame column, and brick walls are arranged on the cast-in-situ reinforced concrete longitudinal beam and the firewall frame beam.
As still further aspects of the utility model: the embedded steel part comprises a steel anchor plate, a plurality of steel anchor bars distributed at equal intervals are welded at the bottom of the steel anchor plate, and a through long channel steel is welded at the top of the steel anchor plate.
As still further aspects of the utility model: the side cast-in-situ reinforced concrete pile and the middle cast-in-situ reinforced concrete pile are respectively provided with pile body longitudinal steel bars and pile body transverse stirrups.
As still further aspects of the utility model: the cast-in-situ reinforced concrete cross beam, the cast-in-situ reinforced concrete longitudinal beam, the cast-in-situ reinforced concrete secondary beam and the firewall frame beam are respectively provided with beam longitudinal steel bars and beam transverse stirrups.
As still further aspects of the utility model: the inside of the cast-in-situ constructional column is respectively provided with constructional column longitudinal steel bars and constructional column transverse stirrups.
As still further aspects of the utility model: and longitudinal steel bars of the firewall frame column and transverse stirrups of the firewall frame column are respectively arranged in the firewall frame column.
As still further aspects of the utility model: the diameter of the outer wall of the bottom end of the side cast-in-situ reinforced concrete pile is gradually increased from top to bottom.
Compared with the prior art, the utility model has the beneficial effects that:
1. The utility model uses the side cast-in-situ reinforced concrete pile, the pile body longitudinal steel bar, the pile body transverse stirrup, the concrete, the middle cast-in-situ reinforced concrete pile, the beam longitudinal steel bar, the beam transverse stirrup, the cast-in-situ reinforced concrete beam, the cast-in-situ reinforced concrete longitudinal beam, the cast-in-situ reinforced concrete secondary beam, the steel embedded part, the steel anchor plate, the steel anchor bar and the through channel steel in a matched manner, compared with the single-cabin equipment foundation of the energy storage battery prefabricated cabin, the double-cabin equipment foundation reduces the occupied area, especially the site with higher land price or limited site area, has obvious advantages, adopts the cast-in-situ reinforced concrete pile, adopts the mechanical drilling on site, reduces the excavation amount and the backfill amount, accelerates the construction speed, especially in the construction site with shorter construction window period, and has very critical construction speed. The load of the energy storage battery compartment equipment in the conventional method is transferred to a reinforced concrete independent foundation or a strip foundation through a reinforced concrete beam column or a reinforced concrete wall and then transferred to foundation soil. The reinforced concrete pile is integrated, a force transmission path is clearer and more direct, the connection structure is simple, the construction is convenient, the enlarged end is adopted at the bottom of the pile, the contact area between the bottom end of the pile and soil is increased, the bearing capacity of the compression-resistant end is increased, the reinforced concrete bored concrete pile with the enlarged end is not adopted, the pulling resistance of the pile is mainly the friction force between the side surface of the pile body and the soil on the side of the pile, the pulling resistance is small, the friction force between the side surface of the pile body and the soil on the side of the pile is removed by the pulling resistance of the pile relatively adopting the reinforced concrete bored concrete pile with the enlarged end, the pile further comprises all the soil weights within the range of the breaking surface of the soil from the bottom of the pile, and the pulling resistance performance is obviously improved, so that the length of the reinforced concrete pile can be reduced, the steel bar quantity and the reinforced concrete quantity can be further saved, the resources can be saved, the energy can be reduced, the emission can be reduced, the cost can be reduced, the conventional energy storage battery cabin base practice reinforced concrete consumption is large, and the engineering cost is high. The pile and column integrated cast-in-situ reinforced concrete foundation is adopted, so that the steel bar amount and the reinforced concrete amount can be saved, the resources are saved, the energy efficiency is further improved, the cost is reduced, the formwork binding concrete pouring workload of the conventional energy storage battery compartment foundation is large, and many links are needed to be completed manually. The pile is adopted for integrally casting the reinforced concrete foundation in situ, so that the workload of formwork binding and concrete pouring is reduced, the labor cost is saved, the labor productivity is improved, the later stage of the channel steel for installing the energy storage cabin equipment is independently welded with the steel embedded part, the connecting node is simple, and the construction is convenient. The conventional method is to directly embed the through long groove steel on the top surface of the reinforced concrete beam, the channel steel limbs collide with the steel bars in the reinforced concrete beam, cutting treatment is needed, and the construction is very inconvenient. The small steel embedded parts are very convenient to be embedded on the top surface of the reinforced concrete beam.
2. According to the cast-in-situ reinforced concrete fire wall frame, the fire wall frame columns, the fire wall frame column longitudinal steel bars, the fire wall frame column transverse stirrups, the fire wall frame beams, the constructional column longitudinal steel bars, the constructional column transverse stirrups and the cast-in-situ constructional column are matched for use, so that the cast-in-situ reinforced concrete fire wall frame is formed. When the fire wall frame is maintained to a certain degree, a brick wall is built on the frame, the outer side of the brick wall is protected by a mortar surface layer, and the brick wall is decorated by a decorative layer. Thus, the firewall is manufactured. The long through groove steel is welded on a steel embedded part consisting of a steel anchor plate and steel anchor bars, then energy storage battery prefabricated cabin equipment is installed on two sides of the fire wall on the long through channel steel, the fire wall is arranged between the two cabins, the problem of fireproof space is solved, and the use safety of the energy storage battery prefabricated cabin equipment is improved.
Drawings
FIG. 1 is a schematic top view of a cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure;
FIG. 2 is a schematic side view of a cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure;
FIG. 3 is a schematic diagram of the front view of the firewall in the cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure;
FIG. 4 is a schematic cross-sectional view of a side cast-in-situ reinforced concrete pile in a cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure;
FIG. 5 is a schematic cross-sectional view of a cast-in-situ reinforced concrete pile in the middle of a cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure;
FIG. 6 is a schematic diagram of a cross-sectional structure of a cast-in-situ reinforced concrete pile in a cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure;
Fig. 7 is a schematic diagram of a cross-sectional structure of a cast-in-situ reinforced concrete beam and a cast-in-situ firewall frame beam in a cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure;
FIG. 8 is a schematic diagram of a cross-sectional structure of a cast-in-situ firewall frame column in a cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure;
FIG. 9 is a schematic diagram of a cross-sectional structure of a cast-in-situ constructional column in a cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure;
FIG. 10 is a schematic view of a mounting structure of a through long steel trough in a cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure;
Fig. 11 is a schematic cross-sectional structure of a steel buried part in a cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure.
In the figure: 1. side cast-in-situ reinforced concrete piles; 2. longitudinal steel bars of the pile body; 3. transverse stirrups of the pile body; 4. concrete; 5. a reinforced concrete pile is cast in situ in the middle; 6. longitudinal steel bars of the beam; 7. transverse stirrups of the beam; 8. cast-in-situ reinforced concrete beam; 9. cast-in-situ reinforced concrete longitudinal beam; 10. cast-in-situ reinforced concrete secondary beams; 11. firewall frame columns; 12. longitudinal steel bars of firewall frame columns; 13. transverse stirrups of firewall frame columns; 14. a firewall frame beam; 15. constructing a column longitudinal steel bar; 16. constructing a column transverse stirrup; 17. cast-in-situ constructional column; 18. a steel embedded part; 19. a steel anchor plate; 20. a steel anchor bar; 21. a channel steel is led to length; 22. brick wall.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. 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.
Referring to fig. 1 to 11, in an embodiment of the present utility model, a prefabricated cabin double-cabin structure of a cast-in-situ reinforced concrete energy storage battery includes a side cast-in-situ reinforced concrete pile 1, a concrete 4 and a middle cast-in-situ reinforced concrete pile 5, top ends of the side cast-in-situ reinforced concrete pile 1 and the middle cast-in-situ reinforced concrete pile 5 are respectively provided with a cast-in-situ reinforced concrete cross beam 8, a cast-in-situ reinforced concrete longitudinal beam 9 and a cast-in-situ reinforced concrete secondary beam 10, and tops of the cast-in-situ reinforced concrete cross beam 8, the cast-in-situ reinforced concrete longitudinal beam 9 and the cast-in-situ reinforced concrete secondary beam 10 are provided with a plurality of steel burial pieces 18 distributed at equal intervals.
Referring to fig. 1 to 3, in the present application, a cast-in-situ constructional column 17 is provided at the top of a cast-in-situ reinforced concrete longitudinal beam 9, a firewall frame column 11 is provided at the top of a middle cast-in-situ reinforced concrete pile 5, a firewall frame beam 14 is provided on the firewall frame column 11, and brick walls 22 are provided on the cast-in-situ reinforced concrete longitudinal beam 9 and the firewall frame beam 14.
Referring to fig. 10 and 11, in the present application, the steel embedded part 18 comprises a steel anchor plate 19, a plurality of equally distributed steel anchor bars 20 are welded at the bottom of the steel anchor plate 19, and a through-length channel steel 21 is welded at the top of the steel anchor plate 19.
Referring to fig. 1 and 6, in the present application, a pile body longitudinal reinforcement 2 and a pile body transverse stirrup 3 are respectively provided inside a side cast-in-place reinforced concrete pile 1 and a middle cast-in-place reinforced concrete pile 5.
Referring to fig. 1 and 7, in the present application, beam longitudinal steel bars 6 and beam transverse stirrups 7 are respectively provided inside a cast-in-place reinforced concrete cross beam 8, a cast-in-place reinforced concrete longitudinal beam 9, a cast-in-place reinforced concrete secondary beam 10 and a firewall frame beam 14.
Referring to fig. 9, in the present application, the inside of the cast-in-place column 17 is provided with column longitudinal bars 15 and column transverse stirrups 16, respectively.
Referring to fig. 8, in the present application, firewall frame posts 11 are internally provided with firewall frame post longitudinal bars 12 and firewall frame post transverse stirrups 13, respectively.
Referring to fig. 2 and 4, in the application, the diameter of the outer wall of the bottom end of the side cast-in-situ reinforced concrete pile 1 is gradually increased from top to bottom, the enlarged end is adopted at the bottom of the pile, the contact area between the bottom end of the pile and soil is increased, the compression-resistant end bearing capacity is increased, the extension-resistant force of the pile is mainly the friction force between the side surface of the pile body and the soil at the side of the pile, the extension-resistant force is small, the extension-resistant force of the pile is relatively adopted to remove the friction force between the side surface of the pile body and the soil at the side of the pile, and the application further comprises the whole soil weight in the range of the breaking surface of the soil from the bottom of the pile, so that the extension-resistant force performance is obviously improved, thereby reducing the length of the reinforced concrete pile, further saving the amount of steel bars and reinforced concrete, saving resources, saving energy, reducing emission and reducing manufacturing cost.
The working principle of the utility model is as follows:
Referring to fig. 1 to 11, when in use, the non-related parts of the application are the same as or can be realized by adopting the prior art, firstly, holes are formed on the field soil by adopting construction machinery through drilling, rotary digging and other modes, the pile body longitudinal steel bars 2 and the pile body transverse stirrups 3 are bound to form a steel bar cage in a steel bar processing field, and the steel bar cage is transported to the field and placed into the drilled holes on the field. And then supporting the formwork above the ground, and binding the longitudinal steel bars 6 of the beam and the transverse stirrups 7 of the beam to form a framework of the cast-in-situ reinforced concrete cross beam 8, the cast-in-situ reinforced concrete longitudinal beam 9 and the cast-in-situ reinforced concrete secondary beam 10. In the steel structure processing place, the steel anchor bars 20 are welded on the steel anchor plates 19 to manufacture the steel embedded parts 18. And then the steel embedded part 18 is transported to the site and is arranged at the design positions of the top surfaces of the cast-in-situ reinforced concrete cross beam 8, the cast-in-situ reinforced concrete longitudinal beam 9 and the cast-in-situ reinforced concrete secondary beam 10, and the flatness of the top surfaces is adjusted to meet the installation requirement. The firewall frame column longitudinal steel bars 12 of the firewall frame column 11 are anchored into the middle cast-in-situ reinforced concrete pile 5 for a certain length, and the constructional column longitudinal steel bars 15 of the cast-in-situ constructional column 17 are anchored into the cast-in-situ reinforced concrete longitudinal beam 9 for a certain length. Then pouring concrete 4 into the holes and the templates, thus quickly manufacturing side cast-in-situ reinforced concrete piles 1, middle cast-in-situ reinforced concrete piles 5, cast-in-situ reinforced concrete beams 8, cast-in-situ reinforced concrete stringers 9 and cast-in-situ reinforced concrete secondary beams 10, forming a pile integrated cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin foundation, reducing occupied area of the double-cabin equipment foundation, particularly station sites with higher land price or limited site area compared with the energy storage battery prefabricated cabin single-cabin equipment foundation, having obvious advantages of adopting cast-in-situ reinforced concrete piles and adopting mechanical drilling on site, the construction speed is accelerated by reducing the excavation amount and the backfill amount, and particularly, the construction speed is very critical in a construction site with a shorter construction window period. The load of the energy storage battery compartment equipment in the conventional method is transferred to a reinforced concrete independent foundation or a strip foundation through a reinforced concrete beam column or a reinforced concrete wall and then transferred to foundation soil. The reinforced concrete pile and column are integrated, the force transmission path is clearer and more direct, the connection structure is simple, the construction is convenient, the enlarged end is adopted at the bottom of the pile, the contact area between the bottom end of the pile and the soil is increased, the bearing capacity of the compression-resistant end is increased, the reinforced concrete bored concrete pile with the enlarged end is not adopted, the pulling resistance of the pile is mainly the friction force between the side surface of the pile body and the soil on the side of the pile, the pulling resistance is small, the friction force between the side surface of the pile body and the soil on the side of the pile is removed by the pulling resistance of the pile, the pile further comprises the total soil weight in the range of the breaking surface of the soil from the bottom of the pile, the pulling resistance performance is obviously improved, so that the length of the reinforced concrete pile can be reduced, and the steel bar quantity and the reinforced concrete quantity are saved, the energy-saving and emission-reducing reinforced concrete has the advantages of saving resources, saving energy, reducing manufacturing cost, and having large consumption and high engineering cost. The pile and column integrated cast-in-situ reinforced concrete foundation is adopted, so that the steel bar amount and the reinforced concrete amount can be saved, the resources are saved, the energy efficiency is further improved, the cost is reduced, the formwork binding concrete pouring workload of the conventional energy storage battery compartment foundation is large, and many links are needed to be completed manually. The pile is adopted for integrally casting the reinforced concrete foundation in situ, so that the workload of formwork binding and concrete pouring is reduced, the labor cost is saved, the labor productivity is improved, the later stage of the channel steel for installing the energy storage cabin equipment is independently welded with the steel embedded part, the connecting node is simple, and the construction is convenient. The conventional method is to directly embed the through long groove steel on the top surface of the reinforced concrete beam, the channel steel limbs collide with the steel bars in the reinforced concrete beam, cutting treatment is needed, and the construction is very inconvenient. The small steel embedded parts are very convenient to be embedded on the top surface of the reinforced concrete beam.
Referring to fig. 1 to 11, in use, the in-situ formwork ligature fire wall frame column longitudinal steel bars 12 and fire wall frame column transverse stirrups 13, beam longitudinal steel bars 6 and beam transverse stirrups 7, constructional column longitudinal steel bars 15 and constructional column transverse stirrups 16 form the frameworks of the fire wall frame column 11, fire wall frame beams 14 and cast-in-situ constructional columns 17. Concrete 4 is poured, thus forming a cast-in-place reinforced concrete firewall frame. When the fire wall frame is cured to a certain degree, the brick wall 22 is built on the frame, the outer side of the brick wall 22 is protected by a mortar surface layer, and the brick wall is decorated by a decoration layer. Thus, the firewall is manufactured. The through long channel steel 21 is welded on the steel embedded part 18 formed by the steel anchor plate 19 and the steel anchor bars 20, then energy storage battery prefabricated cabin equipment is installed on the through long channel steel 21 at two sides of the fire wall, fire walls are arranged between the two cabins, the problem of fire prevention distance is solved, and the use safety of the energy storage battery prefabricated cabin equipment is improved.
Although the present utility model has been described with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements and changes may be made without departing from the spirit and principles of the present utility model.
Claims (8)
1. The utility model provides a cast-in-place reinforced concrete energy storage battery prefabricated cabin double-deck structure, includes that limit side cast-in-place reinforced concrete stake (1), concrete (4) and centre cast-in-place reinforced concrete stake (5), its characterized in that: the side cast-in-situ reinforced concrete pile comprises a side cast-in-situ reinforced concrete pile body (1) and a middle cast-in-situ reinforced concrete pile body (5), wherein a cast-in-situ reinforced concrete beam (8), a cast-in-situ reinforced concrete longitudinal beam (9) and a cast-in-situ reinforced concrete secondary beam (10) are respectively arranged at the top ends of the side cast-in-situ reinforced concrete pile body (1) and the middle cast-in-situ reinforced concrete pile body (5), and a plurality of steel embedded parts (18) which are distributed at equal intervals are arranged at the tops of the cast-in-situ reinforced concrete beam (8), the cast-in-situ reinforced concrete longitudinal beam (9) and the cast-in-situ reinforced concrete secondary beam (10).
2. The cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure according to claim 1, wherein: cast-in-situ constructional columns (17) are arranged at the tops of the cast-in-situ reinforced concrete longitudinal beams (9), fire wall frame columns (11) are arranged at the tops of the middle cast-in-situ reinforced concrete piles (5), fire wall frame beams (14) are arranged on the fire wall frame columns (11), and brick walls (22) are arranged on the cast-in-situ reinforced concrete longitudinal beams (9) and the fire wall frame beams (14).
3. The cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure according to claim 1, wherein: the embedded steel part (18) comprises a steel anchor plate (19), a plurality of equidistantly distributed steel anchor bars (20) are welded at the bottom of the steel anchor plate (19), and a through length channel steel (21) is welded at the top of the steel anchor plate (19).
4. The cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure according to claim 1, wherein: the side cast-in-situ reinforced concrete pile (1) and the middle cast-in-situ reinforced concrete pile (5) are respectively provided with a pile body longitudinal steel bar (2) and a pile body transverse stirrup (3).
5. The cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure according to claim 1, wherein: the cast-in-situ reinforced concrete beam (8), the cast-in-situ reinforced concrete longitudinal beam (9), the cast-in-situ reinforced concrete secondary beam (10) and the firewall frame beam (14) are respectively provided with a beam longitudinal steel bar (6) and a beam transverse stirrup (7).
6. The cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure according to claim 2, wherein: the inside of the cast-in-situ constructional column (17) is respectively provided with a constructional column longitudinal steel bar (15) and a constructional column transverse stirrup (16).
7. The cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure according to claim 2, wherein: the firewall frame column (11) is internally provided with a firewall frame column longitudinal steel bar (12) and a firewall frame column transverse stirrup (13) respectively.
8. The cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure according to claim 1, wherein: the diameter of the outer wall of the bottom end of the side cast-in-situ reinforced concrete pile (1) is gradually increased from top to bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323029438.6U CN221030288U (en) | 2023-11-09 | 2023-11-09 | Cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323029438.6U CN221030288U (en) | 2023-11-09 | 2023-11-09 | Cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221030288U true CN221030288U (en) | 2024-05-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323029438.6U Active CN221030288U (en) | 2023-11-09 | 2023-11-09 | Cast-in-situ reinforced concrete energy storage battery prefabricated cabin double-cabin structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221030288U (en) |
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2023
- 2023-11-09 CN CN202323029438.6U patent/CN221030288U/en active Active
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