CN115897787A - Assembled plate column structure system - Google Patents

Assembled plate column structure system Download PDF

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Publication number
CN115897787A
CN115897787A CN202310086271.2A CN202310086271A CN115897787A CN 115897787 A CN115897787 A CN 115897787A CN 202310086271 A CN202310086271 A CN 202310086271A CN 115897787 A CN115897787 A CN 115897787A
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CN
China
Prior art keywords
column
prefabricated
post
cap
assembled plate
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.)
Pending
Application number
CN202310086271.2A
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Chinese (zh)
Inventor
刘翔
邱圳楷
王康昊
邹展宇
朱行福
王春才
潘乃和
谢宝仪
黄元隽
李金伟
林瑶明
周雄彪
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Guangzhou Huayang International Engineering Design Co ltd
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Guangzhou Huayang International Engineering Design Co ltd
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Publication date
Application filed by Guangzhou Huayang International Engineering Design Co ltd filed Critical Guangzhou Huayang International Engineering Design Co ltd
Priority to CN202310086271.2A priority Critical patent/CN115897787A/en
Publication of CN115897787A publication Critical patent/CN115897787A/en
Pending legal-status Critical Current

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Abstract

The invention provides an assembled plate column structure system, and belongs to the technical field of buildings. The assembled plate column structure system comprises a plurality of prefabricated columns, a plurality of column caps and a laminated slab, wherein the prefabricated columns are fixed on a foundation; the quantity of the column caps is the same as that of the prefabricated columns, and the column caps penetrate through the prefabricated columns; the superimposed sheet is provided with the connecting hole that quantity and prefabricated post are the same, and the connecting hole is corresponding with prefabricated post, and the superimposed sheet wears to locate on the prefabricated post through the connecting hole, and the bearing is in the top of cap. On being fixed in the ground through prefabricated post, the post cap is worn to locate on the prefabricated post, and the superimposed sheet is worn to locate on the prefabricated post through the connecting hole, and the bearing in the top of post cap realizes assembling of board column structure, and this assembled board column structure system is through the assembly of prefabricated post, post cap and superimposed sheet, simple structure, and construction process is simple and the time limit for a project is short, can the prefabricated post of multilayer combine together with reverse construction method, is applicable to the basement, effectual construction cycle that shortens, raises the efficiency.

Description

Assembled plate column structure system
Technical Field
The invention belongs to the technical field of buildings, and particularly relates to an assembled plate column structure system.
Background
In recent years, building industrialization and housing industrialization are greatly promoted in China, and the assembled structure is an important form of building industrialization. The plate column structure system is convenient and fast to construct, low in cost, capable of saving floor height, convenient to freely separate building space, beneficial to development towards a large-bay direction and capable of fully meeting the requirements of green buildings, so that the labor productivity and the building structure industrialization degree can be remarkably improved, and the plate column structure system is applied to projects such as business buildings and residential buildings at present. However, the existing basement is of a cast-in-place structure, a complete assembly type structural system is not available, the cast-in-place structure is complex in construction process, and the construction period is long.
Disclosure of Invention
In view of the above, in order to solve the problems in the prior art, the present invention provides an assembled plate column structure system, and the technical problems to be solved by the present invention are: how to realize the assembly of the basement plate column structure system and improve the construction efficiency.
The invention solves the problems through the following technical means:
an assembled plate and column structural system comprising:
the prefabricated columns are fixed on a foundation;
the column caps are as many as the prefabricated columns, and penetrate through the prefabricated columns;
superimposed sheet, superimposed sheet be provided with quantity with the connecting hole that prefabricated post is the same, the connecting hole with prefabricated post is corresponding, superimposed sheet passes through on the prefabricated post is worn to locate by the connecting hole, and the bearing in the top of cap.
In the above assembled plate column structure system, the prefabricated column is a hollow prefabricated column.
In the above assembled plate column structure system, a leveling gasket is arranged at the joint of the prefabricated column and the foundation.
In the above assembled plate column structure system, the bottom of the prefabricated column is provided with a plurality of leveling bolts.
In the above assembled plate column structure system, a plurality of steel bars are arranged in the prefabricated column, and the prefabricated column is fixed on the foundation through pouring concrete.
In the above-mentioned assembled plate column structural system, be provided with a plurality of brackets on the prefabricated post, the cap is fixed in bracket top.
In the above assembled plate-column structural system, the column cap is a superimposed column cap.
In the above fabricated plate-column structural system, an angle steel is arranged between the column cap and the precast column.
Compared with the prior art, the invention has the following advantages:
1. this structural system is simple, and construction process is simple and the time limit for a project is short, can combine together with reverse construction method by the prefabricated post of multilayer, is applicable to the basement, and effectual shortening construction cycle raises the efficiency.
2. The structural system adopts the prestressed laminated slab, can effectively reduce the on-site support, accelerates the construction speed and improves the on-site image.
3. The hollow prefabricated column can effectively reduce the weight of the prefabricated part for the column with a large cross section, and the cost of the tower crane is saved.
4. The overlapped column cap can improve the quality of the prefabricated column cap and reduce the field construction operation and the use of a template.
Drawings
FIG. 1 is a schematic view of the present fabricated plate column structural system;
fig. 2 is a schematic view of a prefabricated column when connected with a column cap.
In the figure, 1, a column is prefabricated; 2. a foundation; 3. a cap; 4. a laminated slab; 5. connecting holes; 6. leveling a gasket; 7. leveling bolts; 8. reinforcing steel bars; 9. and (4) a bracket.
Detailed Description
The following are specific embodiments of the present invention and are further described with reference to the drawings, but the present invention is not limited to these embodiments.
As shown in fig. 1-2, the fabricated plate column structure system comprises a plurality of prefabricated columns 1, a plurality of column caps 3 and a laminated slab 4, wherein the prefabricated columns 1 are fixed on a foundation 2; the quantity of the column caps 3 is the same as that of the precast columns 1, and the column caps 3 penetrate through the precast columns 1; superimposed sheet 4 be provided with quantity with prefabricated 1 the same connecting hole 5 of post, connecting hole 5 with prefabricated 1 corresponding of post, superimposed sheet 4 passes through on the prefabricated post 1 is worn to locate by connecting hole 5, and the bearing in the top of post cap 3.
In this assembled plate column structure system, on being fixed in ground 2 through prefabricated post 1, on prefabricated post 1 was worn to locate by cap 3, superimposed sheet 4 wore to locate on prefabricated post 1 through connecting hole 5, and the bearing in the top of cap 3 realizes assembling of plate column structure, and this assembled plate column structure system is through the assembly of prefabricated post 1, cap 3 and superimposed sheet 4, simple structure, and construction process is simple and the time limit for a project is short, can combine together with reverse construction method by prefabricated post 1 of multilayer, is applicable to the basement, effectual shortening construction cycle, raises the efficiency. In addition, the prestressed laminated slab 4 is adopted, so that the field support can be effectively reduced, the construction speed is accelerated, and the field image is improved.
As shown in fig. 1-2, in the present embodiment, the prefabricated column 1 is a hollow prefabricated column 1. In this structure, hollow prefabricated post 1 can effectual reduction prefabricated component weight to the post of large cross-section, practices thrift the cost of tower crane. When the column is connected with the foundation, the column core in the prefabricated column is connected with the foundation in a core column mode, and the column core is connected with the foundation in a hinged mode.
As shown in fig. 2, in the present embodiment, a leveling gasket 6 is disposed at a connection between the precast column 1 and the foundation 2; the bottom of the prefabricated column 1 is provided with a plurality of leveling bolts 7. In the structure, the prefabricated column 1 is leveled through the leveling gasket 6 and the leveling bolt 7, and the construction quality of a structure system is ensured.
As shown in fig. 2, in this embodiment, a plurality of steel bars 8 are disposed in the precast column 1, and the precast column 1 is fixed to the foundation 2 by pouring concrete. In this structure, be provided with a plurality of reinforcing bars 8 through prefabricated post 1, on the fixed ground 2 of rethread concreting, it is fixed firm to guarantee prefabricated post 1.
As shown in fig. 2, in this embodiment, a plurality of brackets 9 are disposed on the precast column 1, and the column cap 3 is fixed above the brackets 9; the column cap 3 is a superposed column cap 3. In this structure, coincide cap 3 can improve the quality of prefabricated cap, reduces the construction operation on the scene and to the use of template. The bracket 9 is used for temporarily fixing the column cap 3 and can be detached for repeated use. In one embodiment, the corbels 9 are angle irons.
As shown in fig. 2, in the present embodiment, an angle steel is provided between the cap 3 and the precast column 1. In the structure, an angle steel is arranged between the column cap 3 and the prefabricated column 1, so that slurry leakage can be prevented when concrete is poured.
The specific embodiments described herein are merely illustrative of the spirit of the invention. Various modifications or additions may be made to the described embodiments or alternatives may be employed by those skilled in the art without departing from the spirit or ambit of the invention as defined in the appended claims.

Claims (8)

1. An assembled plate and column structural system, comprising:
the prefabricated columns (1) are fixed on the foundation (2);
the number of the column caps (3) is the same as that of the prefabricated columns (1), and the column caps (3) penetrate through the prefabricated columns (1);
superimposed sheet (4), superimposed sheet (4) be provided with quantity with prefabricated post (1) the same connecting hole (5), connecting hole (5) with prefabricated post (1) is corresponding, superimposed sheet (4) pass through on prefabricated post (1) is worn to locate in connecting hole (5), and the bearing in the top of cap for column (3).
2. An assembled plate and column construction system according to claim 1, characterized in that the prefabricated column (1) is a hollow prefabricated column (1).
3. An assembled plate and column structural system according to claim 1, wherein the joint of the precast column (1) and the foundation (2) is provided with a leveling gasket (6).
4. An assembled plate and column structural system according to claim 1, characterized in that the bottom of the prefabricated column (1) is provided with levelling bolts (7).
5. An assembled plate and column structural system according to claim 1, wherein a plurality of steel bars (8) are arranged in the prefabricated column (1), and the prefabricated column (1) is fixed on the foundation (2) by pouring concrete.
6. An assembled plate and column structural system according to claim 1, characterized in that a number of brackets (9) are arranged on the prefabricated column (1), and the column caps (3) are fixed above the brackets (9).
7. A fabricated plate and column structural system according to claim 1, characterised in that said caps (3) are superimposed caps (3).
8. A fabricated plate and column structural system according to any of claims 1-7, characterized in that an angle is provided between the cap (3) and the prefabricated column (1).
CN202310086271.2A 2023-01-19 2023-01-19 Assembled plate column structure system Pending CN115897787A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202310086271.2A CN115897787A (en) 2023-01-19 2023-01-19 Assembled plate column structure system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202310086271.2A CN115897787A (en) 2023-01-19 2023-01-19 Assembled plate column structure system

Publications (1)

Publication Number Publication Date
CN115897787A true CN115897787A (en) 2023-04-04

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CN202310086271.2A Pending CN115897787A (en) 2023-01-19 2023-01-19 Assembled plate column structure system

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117306685A (en) * 2023-10-24 2023-12-29 中信建筑设计研究总院有限公司 Ring beam overhanging structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117306685A (en) * 2023-10-24 2023-12-29 中信建筑设计研究总院有限公司 Ring beam overhanging structure

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