CN210086651U - Assembled structure post - Google Patents
Assembled structure post Download PDFInfo
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- CN210086651U CN210086651U CN201920582528.2U CN201920582528U CN210086651U CN 210086651 U CN210086651 U CN 210086651U CN 201920582528 U CN201920582528 U CN 201920582528U CN 210086651 U CN210086651 U CN 210086651U
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- reinforced concrete
- deformed steel
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- structural column
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Abstract
The utility model relates to an assembled structure column, which comprises a foundation structure column, wherein an upper layer structure column is arranged on the foundation structure column; the foundation structure column comprises foundation reinforced concrete, the foundation reinforced concrete is inserted with deformed steel bars, the upper parts of the deformed steel bars are exposed out of the outer side of the foundation reinforced concrete, and the upper ends of the foundation reinforced concrete are provided with deformed steel bar slots; the upper-layer structural column comprises upper-layer outer reinforced concrete, the lower end of the upper-layer outer reinforced concrete is provided with assembling and positioning deformed steel bars, and the inner periphery of the upper-layer outer reinforced concrete is provided with transverse supporting deformed steel bars; the assembly positioning screw-thread steel is positioned in the screw-thread steel slot, the upper part of the screw-thread steel is positioned on the inner periphery of the reinforced concrete outside the upper layer, industrial glue is arranged between the upper end of the foundation structure column and the lower end of the upper structure column, and industrial glue is arranged between the assembly positioning screw-thread steel and the screw-thread steel slot. The utility model discloses structural strength is high, and the construction is simple convenient, and the structural strength of increase assembled structure post that can be very big effectively practices thrift the time limit for a project.
Description
Technical Field
The utility model relates to an assembled structure post belongs to the construction engineering field.
Background
The progress of urbanization in China since the 21 st century is rapidly developed, the urban range is rapidly enlarged, various types of construction viaducts are constructed in large quantity, and various types of assembly type buildings and bridges are applied to the construction of various cities in large quantity in order to effectively improve the construction speed. The fabricated structural columns are also widely applied as foundations of various buildings and bridges, the existing structural columns are mainly in a form of mutually inserting reinforcing steel bars and installing screws to finally encapsulate cement, the structural strength of the fabricated structural columns is weaker than that of integrally cast structural columns, but the construction and maintenance period of the integrally cast structural columns is usually longer than that of the fabricated structural columns.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an assembled structure post can effectively improve construction speed simultaneously again, reduction of erection time's assembled structure post.
According to the utility model provides a technical scheme: an assembled structural column comprises a foundation structural column, wherein an upper layer structural column is arranged on the foundation structural column; the foundation structure column comprises foundation reinforced concrete, deformed steel bars are inserted into the foundation reinforced concrete, the upper parts of the deformed steel bars are exposed out of the outer side of the foundation reinforced concrete, and deformed steel bar slots are formed in the upper end of the foundation reinforced concrete; the upper-layer structural column comprises upper-layer outer reinforced concrete, the lower end of the upper-layer outer reinforced concrete is provided with assembling and positioning threaded steel, and the inner periphery of the upper-layer outer reinforced concrete is provided with transverse supporting threaded steel; the assembly positioning deformed steel bars are positioned in the deformed steel bar inserting grooves, the upper portions of the deformed steel bars are positioned on the inner periphery of the upper-layer outer reinforced concrete, industrial glue is arranged between the upper ends of the foundation structural columns and the lower ends of the upper-layer structural columns, industrial glue is arranged between the assembly positioning deformed steel bars and the deformed steel bar inserting grooves, and upper-layer inner reinforced concrete is arranged between the upper portions of the deformed steel bars and the upper-layer outer reinforced concrete.
As a further improvement of the utility model, the deformed steel bar slot is located the deformed steel bar outside, the deformed steel bar slot is hollow structure.
As a further improvement of the utility model, the basic reinforced concrete is hollow cylinder.
As a further improvement of the utility model, the internal diameter of the deformed steel bar slot is 18-20mm, and the diameter of the assembly positioning deformed steel bar is 14-16 mm.
As a further improvement of the utility model, the deformed steel bar is distributed in a circumferential array.
As a further improvement, the positioning screw-thread steel is located on the axis of the same directional structural column circle center.
Compared with the prior art, the utility model, have following advantage:
1. the utility model discloses structural strength is high, and the construction is simple convenient.
2. The utility model discloses the structural strength of increase assembled structure post that can be very big effectively practices thrift the time limit for a project.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic structural view of the middle foundation structure column of the present invention.
Fig. 3 is a schematic structural diagram of a middle-upper structure column diagram of the present invention.
Fig. 4 is a schematic perspective view of a base structure column.
Fig. 5 is a top view of fig. 2.
Fig. 6 is a schematic perspective view of a pillar view of the superstructure.
Fig. 7 is a bottom view of fig. 3.
Fig. 8 is a top view of fig. 3.
As shown in the figure, the foundation structure column 1, the deformed steel bar slot 2, the deformed steel bar 3, the upper structure column 4, the assembly positioning deformed steel bar 5, the transverse support deformed steel bar 6, the upper outer reinforced concrete 7, the upper inner reinforced concrete 8, the foundation reinforced concrete 9 and the like.
Detailed Description
The following description will further describe embodiments of the present invention with reference to the accompanying drawings.
As shown in FIG. 1, the utility model relates to an assembled structure post, including foundation structure post 1 and superstructure post 4, foundation structure post 1 and superstructure post 4 throw into the construction after can rapid Assembly.
As shown in fig. 2, the foundation structure column 1 comprises foundation reinforced concrete 9, the deformed steel bars 3 are inserted into the foundation reinforced concrete 9, most of the deformed steel bars 3 are exposed outside the foundation reinforced concrete 9, and as shown in fig. 4, the deformed steel bars 3 are distributed in a circumferential array, so that the stress of the structure column is more stable; the upper end of the basic reinforced concrete 9 is provided with a deformed steel bar slot 2, the deformed steel bar slot 2 is positioned on the outer side of the deformed steel bar 3, and the deformed steel bar slot 2 is of a hollow structure and is used for being connected and positioned with the upper-layer structural column 4.
As shown in FIG. 3, the upper structural column 4 comprises upper outer reinforced concrete 7, the upper outer reinforced concrete 7 is in a hollow cylindrical shape, the lower end of the upper outer reinforced concrete 7 is provided with assembling and positioning screw-thread steel 5, and the size and the position of the assembling and positioning screw-thread steel 5 are matched with the screw-thread steel slot 2. As shown in the figure, the internal diameter of the screw-thread steel slot 2 is 18mm in the embodiment; as shown in FIG. 6, the assembly positioning screw-thread steel 5 has a diameter of 16mm and is distributed in a circumferential array, so that the matching positioning is accurate.
The utility model discloses an installation cooperation process as follows:
(1) firstly, building a foundation structure column template, placing a circular deformed steel bar cage in the foundation structure column template and injecting concrete to prepare foundation reinforced concrete 9;
(2) when the basic reinforced concrete 9 is semi-solidified, the deformed steel bar slots 2 and the deformed steel bars 3 are arranged, the deformed steel bars 3 are semi-exposed outside the basic reinforced concrete 9, and the deformed steel bar slots 2 are positioned at the upper end part of the basic reinforced concrete 9;
(3) meanwhile, prefabricating an upper-layer structural column 4 in a prefabrication field, building an upper-layer structural column template, pouring concrete and reinforcing steel bars into the upper-layer structural column template to prefabricate an upper-layer outer reinforced concrete 7, placing transverse supporting deformed steel bars 6 on the inner periphery of the upper-layer outer reinforced concrete 7 during semi-solidification of the upper-layer outer reinforced concrete, and installing and positioning deformed steel bars 5 at the lower end of the upper-layer outer reinforced concrete 7 to manufacture the upper-layer structural column 4;
(4) coating industrial glue on the butt joint surface of the foundation structure column 1 and the upper layer structure column 4 and in the deformed steel bar slot 2;
(5) the upper-layer structural column 4 is connected with the foundation structural column 1 in a hoisting mode, the assembly positioning screw-thread steel 5 at the lower end of the upper-layer structural column 4 is positioned in the screw-thread steel slot 2 at the upper end of the foundation structural column 1, and the screw-thread steel 3 on the foundation structural column 1 is positioned on the inner periphery of the upper-layer outer reinforced concrete 7 of the upper-layer structural column 4 and avoids the transverse supporting screw-thread steel 6.
(6) Finally, pouring concrete and steel bars into the upper end of the upper-layer structural column 4 to form upper-layer inner reinforced concrete 8, arranging a support to keep the upper-layer inner reinforced concrete horizontal and stable, and dismantling the support after the upper-layer inner reinforced concrete 8 in the upper-layer structural column 4 is solidified;
the assembly positioning screw-thread steel (5) and the screw-thread steel (3) are positioned on the same axis pointing to the center of the structural column, so that the structural column is higher in strength.
Claims (6)
1. An assembled structural column, comprising: the structural column comprises a foundation structural column (1), and an upper-layer structural column (4) is arranged on the foundation structural column (1); the foundation structure column (1) comprises foundation reinforced concrete (9), deformed steel bars (3) are inserted into the foundation reinforced concrete (9), the upper parts of the deformed steel bars (3) are exposed out of the outer side of the foundation reinforced concrete (9), and deformed steel bar slots (2) are formed in the upper ends of the foundation reinforced concrete (9); the upper-layer structural column (4) comprises upper-layer outer reinforced concrete (7), assembling and positioning threaded steel (5) is arranged at the lower end of the upper-layer outer reinforced concrete (7), and transverse supporting threaded steel (6) is arranged on the inner periphery of the upper-layer outer reinforced concrete (7); the assembly positioning deformed steel bars (5) are positioned in the deformed steel bar inserting grooves (2), the upper portions of the deformed steel bars (3) are positioned on the inner periphery of the upper-layer outer reinforced concrete (7), industrial glue is arranged between the upper end of the foundation structure column (1) and the lower end of the upper-layer structure column (4), industrial glue is arranged between the assembly positioning deformed steel bars (5) and the deformed steel bar inserting grooves (2), and upper-layer inner reinforced concrete (8) is arranged between the upper portions of the deformed steel bars (3) and the upper-layer outer reinforced concrete (7).
2. The fabricated structural column of claim 1, wherein: the deformed steel bar inserting groove (2) is located on the outer side of the deformed steel bar (3), and the deformed steel bar inserting groove (2) is of a hollow structure.
3. The fabricated structural column of claim 1, wherein: the basic reinforced concrete (9) is in a hollow cylindrical shape.
4. The fabricated structural column of claim 1, wherein: the inner diameter of the deformed steel bar slot (2) is 18-20mm, and the diameter of the assembling and positioning deformed steel bar (5) is 14-16 mm.
5. The fabricated structural column of claim 1, wherein: the deformed steel bars (3) are distributed in a circumferential array.
6. The fabricated structural column of claim 1, wherein: the assembling and positioning deformed steel bars (5) and the deformed steel bars (3) are positioned on the same axis pointing to the center of the structural column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920582528.2U CN210086651U (en) | 2019-04-25 | 2019-04-25 | Assembled structure post |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920582528.2U CN210086651U (en) | 2019-04-25 | 2019-04-25 | Assembled structure post |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210086651U true CN210086651U (en) | 2020-02-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920582528.2U Active CN210086651U (en) | 2019-04-25 | 2019-04-25 | Assembled structure post |
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| CN (1) | CN210086651U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109944390A (en) * | 2019-04-25 | 2019-06-28 | 无锡市政设计研究院有限公司 | A kind of fabricated construction column and its construction technology |
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2019
- 2019-04-25 CN CN201920582528.2U patent/CN210086651U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109944390A (en) * | 2019-04-25 | 2019-06-28 | 无锡市政设计研究院有限公司 | A kind of fabricated construction column and its construction technology |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 214072 West floor, Lianchuang building, 901-2 yinxiu Road, Binhu District, Wuxi City, Jiangsu Province Patentee after: Huaxin Design Group Co.,Ltd. Address before: 214072 West floor, Lianchuang building, 901-2 yinxiu Road, Binhu District, Wuxi City, Jiangsu Province Patentee before: WUXI MUNICIPAL DESIGN INSTITUTE Co.,Ltd. |
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| CP01 | Change in the name or title of a patent holder |