CN220469099U - Multilayer crossed reinforced concrete V-shaped cylindrical structure - Google Patents
Multilayer crossed reinforced concrete V-shaped cylindrical structure Download PDFInfo
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- CN220469099U CN220469099U CN202321689032.8U CN202321689032U CN220469099U CN 220469099 U CN220469099 U CN 220469099U CN 202321689032 U CN202321689032 U CN 202321689032U CN 220469099 U CN220469099 U CN 220469099U
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims description 34
- 239000010959 steel Substances 0.000 claims description 34
- 238000007789 sealing Methods 0.000 claims description 24
- 239000004567 concrete Substances 0.000 claims description 22
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000005266 casting Methods 0.000 claims 2
- 230000000149 penetrating effect Effects 0.000 abstract description 4
- 230000035939 shock Effects 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 10
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 4
- 238000009435 building construction Methods 0.000 description 4
- 238000009415 formwork Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000008093 supporting effect Effects 0.000 description 3
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
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Abstract
The utility model discloses a multilayer crossed reinforced concrete V-shaped cylindrical structure, which comprises a V-shaped cylindrical structure for penetrating reinforced concrete of the multilayer structure, wherein the V-shaped cylindrical structure comprises a template scaffold, a beam slab bottom die and a V-shaped column, the V-shaped column is arranged at the front end of the template scaffold, the beam slab bottom die is arranged at the upper end of the template scaffold, a column cap of the V-shaped column is connected with a beam slab and forms a whole, and a V-column bottom template is arranged below the V-shaped column. According to the utility model, the V-shaped cylindrical structure for penetrating the multi-layer building is designed, so that the shock resistance and the temperature resistance of the multi-layer building can be effectively improved, and the overall impression of the multi-layer building can be enhanced.
Description
Technical Field
The utility model belongs to the field of building construction, and particularly relates to a multilayer crossed reinforced concrete V-shaped cylindrical structure.
Background
Along with the continuous improvement of building construction technology, people no longer meet the basic use function requirements of buildings, and the structural modeling of the buildings is gradually novel, various and complicated to develop. Profiled pole structures are increasingly used in engineering projects, but at present, most of the profiled pole structures are conventional concrete cylinders, and the profiled pole concrete structures are not generally used.
At present, along with the improvement of aesthetic appearance of a building, the aesthetic requirement on the building is higher and higher, but most of domestic multi-layer building construction is poured by adopting a conventional concrete cylinder template, the concrete cylinder structure poured and formed by the conventional concrete cylinder template is commonly used as a support column between multi-layer buildings, the appearance of the conventional concrete cylinder structure is general, and the ever-increasing aesthetic requirement of people cannot be met; the existing concrete cylinder structure is poor in shock resistance and temperature resistance, and a good protection effect can not be realized in case of serious accidents; in addition, the conditions of die expansion, cylinder deflection, column shaft distortion and the like often occur in the concrete column template in the pouring process, so that the poured concrete column can bulge outwards and deviate from the original position, and even slurry can leak.
Disclosure of Invention
In order to solve the problems in the prior art, the utility model aims to provide a V-shaped cylindrical structure of multi-layer crossed reinforced concrete, which improves the shock resistance and the temperature resistance of the whole construction building to prevent sudden accidents, effectively improves the integral look and feel of the multi-layer building, applies the V-shaped cylindrical structure to the multi-layer building, and can improve and optimize the site construction condition, and improve the construction efficiency and the construction quality.
In order to achieve the above purpose, the technical scheme adopted by the utility model is as follows:
the utility model discloses a multilayer crossed reinforced concrete V-shaped cylindrical structure, which comprises a V-shaped cylindrical structure for penetrating reinforced concrete of the multilayer structure, wherein the V-shaped cylindrical structure comprises a template scaffold, a beam slab bottom die and a V-shaped column, the V-shaped column is arranged at the front end of the template scaffold, the beam slab bottom die is arranged at the upper end of the template scaffold, a column cap of the V-shaped column is connected with a beam slab and forms a whole, and a V-column bottom template is arranged below the V-shaped column.
Further, plate steel bars are installed and paved on the beam plate bottom die, and the beam plate is formed by pouring concrete.
Further, a plurality of column embedded parts are arranged at the bottom of the column body of the V-shaped column.
Further, column steel bars are bound in the column shaft of the V-shaped column, upper embedded parts are welded and fixed on the column steel bars, and the column steel bars form a concrete column through concrete pouring.
Further, the V-shaped column is connected with a plurality of column sealing templates, the joint of the left side and the right side of each column sealing template is respectively provided with a groove and a convex groove, and the column sealing templates are connected with each other through the grooves and the convex grooves.
Further, the outside of cylinder seal template is equipped with a plurality of location fixed steel bands and coupling nut, location fixed steel band passes through coupling nut and cylinder seal template fastening connection.
Further, a steel pipe diagonal bracing is arranged below the node of the V-shaped column to support and fix the V-shaped column.
The utility model has the beneficial effects that: the multilayer crossed reinforced concrete V-shaped cylindrical structure is designed to be applied to multi-layer building construction, so that the integral shock resistance and the integral temperature resistance of the multi-layer building can be effectively improved to cope with various emergencies; the V-shaped cylindrical structure is applied to a multi-layer building, so that the problems of mold expansion, slurry leakage and the like generated during construction can be effectively solved, and the site construction efficiency and the construction quality are improved; in addition, the reinforced concrete V-shaped cylindrical structure penetrates through the multi-layer building, so that the overall aesthetic degree of the multi-layer building can be remarkably improved, and the aesthetic requirement of people on the building is satisfied.
Drawings
FIG. 1 is a schematic view of the overall structure of a multi-layer crossed reinforced concrete V-shaped cylindrical structure of the present utility model;
FIG. 2 is a schematic view of a V-shaped column according to the present utility model;
FIG. 3 is a schematic diagram showing the connection of each of the column film sealing plates according to the present utility model;
FIG. 4 is a schematic diagram showing the connection of a cylinder film sealing plate and a positioning and fixing steel belt in the utility model;
fig. 5 is a schematic view of the internal structure of the V-shaped column according to the present utility model.
In the figure, 1 is a template scaffold, 2 is a beam plate bottom die, 3 is a V-shaped column, 4 is a beam plate, 5 is a V-shaped column bottom die, 6 is a column film sealing plate, 61 is a groove, 62 is a convex groove, 7 is a positioning and fixing steel belt, 8 is a connecting nut, 9 is a steel pipe diagonal bracing, 10 is a socket type sleeve buckle type steel pipe scaffold, 11 is a fastener type steel pipe scaffold, 12 is a column embedded part, 13 is a column steel bar, and 14 is an upper embedded part.
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.
As shown in fig. 1 to 5, in the embodiment of the present utility model, there is provided a multi-layer crossed reinforced concrete V-shaped cylindrical structure including a V-shaped cylindrical structure for penetrating reinforced concrete of the multi-layer structure, the V-shaped cylindrical structure including a formwork scaffold 1, a beam slab bottom mold 2 and a V-shaped column 3, the V-shaped column 3 being mounted at a front end of the formwork scaffold 1, the beam slab bottom mold 2 being mounted at an upper end of the formwork scaffold 1, a cap of the V-shaped column 3 being integrally connected with a beam slab 4, and a V-column bottom formwork 5 being mounted under the V-shaped column 3.
Specifically, the template scaffold 1 adopts a socket-and-spigot type sleeve-and-buckle type steel pipe scaffold 10, a fastener type steel pipe scaffold 11 and a steel pipe diagonal brace 9 as a template supporting system, so that the template scaffold 1 has the advantages of higher strength, rigidity and stability, safe and reliable work and high dismantling efficiency.
Specifically, the beam slab bottom die 2 and the V-shaped column 3 are both made of wood templates, the joint of the column cap of the V-shaped column 3 and the beam slab 4 is complex in shape, the beam slab bottom die 2 and the V-shaped column 3 are both made of wood templates, the beam slab bottom die 2 and the V-shaped column 3 are more convenient in construction process, the applicability is strong, the advantages of easily available materials, high turnover rate, light weight and the like are achieved, large mechanical equipment is not needed to be used for installation during construction, and the site construction efficiency is remarkably improved.
Plate steel bars are installed and paved on the beam slab bottom die 2, and the plate steel bars form a beam slab 4 through concrete pouring.
The column body bottom of the V-shaped column 3 is provided with the plurality of column body embedded parts 12, the column body embedded parts 12 are high in hardness, and the firmness of the whole V-shaped column 3 can be enhanced by installing the plurality of column body embedded parts 12, so that the whole V-shaped column 3 is more stable;
the column steel bar 13 is bound in the column shaft, an upper embedded part 14 is welded and fixed on the column steel bar 13, and the column steel bar 13 forms a concrete column by pouring concrete; the column steel bars 13 are connected inside the column shaft in a mode of installing and fixing longitudinal steel bars at intervals, enough stirrups can be sleeved according to the length of the column and the distance between the stirrups, and enough working space can be provided for constructors to conveniently bind bottom stirrups.
The V-shaped column 3 is connected with a plurality of column sealing templates 6, the interfaces of the left side and the right side of each column sealing template 6 are respectively provided with a groove 61 and a convex groove 62, and the column sealing templates 6 are connected with the column sealing templates 6 through the grooves 61 and the convex grooves 62; the cylinder sealing templates 6 are connected through the grooves 61 and the convex grooves 62, so that the cylinder sealing templates 6 can be tightly combined, and the grouting prevention and the stable reinforcement effects are realized.
The outside of the cylinder sealing template 6 is provided with a plurality of positioning and fixing steel belts 7 and connecting nuts 8, and the positioning and fixing steel belts 7 are fixedly connected with the cylinder sealing template 6 through the connecting nuts 8; and the positioning and fixing steel belt 7 is additionally arranged in the installation process of the column body sealing template 6, so that the impact on the column body sealing template 6 during jolt ramming and concrete discharging can be ensured not to cause die explosion.
The steel pipe diagonal braces 9 are arranged below the joints of the V-shaped columns 3 and used for supporting and fixing the V-shaped columns, and the steel pipe diagonal braces 9 are in cross-shaped mutual connection, so that a good supporting effect can be provided for the V-shaped columns 3.
When the method is specifically implemented, a site constructor firstly establishes a template scaffold 1, secondly establishes a beam slab bottom die 2 and a V-shaped column 3 on the template scaffold 1, then installs a plurality of column embedded parts 12 at the bottom of the column shaft of the V-shaped column 3, binds column reinforcing steel bars 12 in the column shaft of the V-shaped column 3 after the column embedded parts 12 are installed, then welds and fixes upper embedded parts 14 on the column reinforcing steel bars 12, then seals the V-shaped column 3 by using a column sealing template 6, and finally pours concrete into the V-shaped column 3 to form a concrete V-shaped column 3 after the sealing template treatment, finally installs and lays plate reinforcing steel bars on the beam slab bottom die 2, and pours the concrete into the plate reinforcing steel bars to form a beam slab 4.
The foregoing detailed description of the utility model has been presented for purposes of illustration and description, but is not intended to limit the scope of the utility model, i.e., the utility model is not limited to the details shown and described.
Claims (7)
1. The utility model provides a multilayer alternately reinforced concrete V-arrangement column structure, its characterized in that, including the V-arrangement column structure that is used for running through multilayer structure's reinforced concrete, V-arrangement column structure includes template scaffold frame, beam slab die block and V-arrangement post, the front end at the template scaffold frame is installed to the V-arrangement post, the upper end at the template scaffold frame is installed to beam slab die block, the hood and the beam slab of V-arrangement post meet and form an organic wholely, V-arrangement post die block is installed to the below of V-arrangement post.
2. The multi-layer cross reinforced concrete V-shaped cylindrical structure according to claim 1, wherein the beam slab bottom mold is provided with slab reinforcements, and the slab reinforcements form a beam slab by casting concrete.
3. The multi-layer crossed reinforced concrete V-shaped cylindrical structure according to claim 1, wherein the bottom of the shaft of the V-shaped column is provided with a plurality of embedded column parts.
4. The multi-layer crossed reinforced concrete V-shaped cylindrical structure according to claim 3, wherein the column steel bars are bound in the column shaft of the V-shaped column, the upper embedded parts are welded and fixed on the column steel bars, and the column steel bars form a concrete column by casting concrete.
5. The multi-layer crossed reinforced concrete V-shaped cylindrical structure according to claim 1, wherein the V-shaped columns are connected with a plurality of column sealing templates, the interfaces of the left side and the right side of each column sealing template are respectively provided with a groove and a convex groove, and the column sealing templates are connected with the column sealing templates through the grooves and the convex grooves.
6. The multi-layer crossed reinforced concrete V-shaped cylindrical structure according to claim 5, wherein a plurality of positioning and fixing steel belts and connecting nuts are arranged outside the cylinder sealing template, and the positioning and fixing steel belts are fixedly connected with the cylinder sealing template through the connecting nuts.
7. The multi-layer crossed reinforced concrete V-shaped cylindrical structure according to claim 1, wherein a steel pipe diagonal bracing is arranged below the node of the V-shaped column to support and fix the V-shaped column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321689032.8U CN220469099U (en) | 2023-06-30 | 2023-06-30 | Multilayer crossed reinforced concrete V-shaped cylindrical structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321689032.8U CN220469099U (en) | 2023-06-30 | 2023-06-30 | Multilayer crossed reinforced concrete V-shaped cylindrical structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220469099U true CN220469099U (en) | 2024-02-09 |
Family
ID=89780104
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321689032.8U Active CN220469099U (en) | 2023-06-30 | 2023-06-30 | Multilayer crossed reinforced concrete V-shaped cylindrical structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220469099U (en) |
-
2023
- 2023-06-30 CN CN202321689032.8U patent/CN220469099U/en active Active
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