A prefabricated concrete frame column steel sleeve

CN224870821UActive Publication Date: 2026-10-20济南一建集团有限公司
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Patent Information

Application Number
CN202521285239.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-06-23
Publication Date
2026-10-20
Estimated Expiration
2035-06-23

AI Technical Summary

Technical Problem

[0004]针对现有技术的不足,本实用新型提供了装配式混凝土框架柱钢筋套筒,解决了现有的背景技术问题

Benefits of technology

本实用新型提供了一种装配式混凝土框架柱钢筋套筒。具备以下有益效果:该装配式混凝土框架柱钢筋套筒,除了用于连接的连接钢筋与连接套筒,通过在装配式混凝土框架柱的两侧设置的一对导向套筒,进而在建筑基础上设置有一对导向钢筋,在安装时通过导向钢筋的逐级增粗与导向套筒的逐渐收窄配合,实现更加顺滑的导向作用,从而完成对混凝土框架的固定安装。

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Abstract

The utility model discloses an assembly type concrete frame column reinforcing sleeve, including concrete frame column and building foundation, the concrete frame column is split assembled on building foundation, be provided with a plurality of connecting reinforcement that is matrix arrangement on building foundation, a plurality of connecting sleeves are provided with on the concrete frame column corresponding a plurality of connecting reinforcement, the utility model relates to the technical field of assembly type building structure, this assembly type concrete frame column reinforcing sleeve, in addition to the connecting reinforcement and connecting sleeve for connecting, through the pair of guide sleeve that sets up in the both sides of assembly type concrete frame column, and then setting up a pair of guide reinforcement on building foundation, when installing through the gradually narrowing cooperation of the step -by -step thickening of guide reinforcement and guide sleeve, realize more smooth guiding effect, thereby complete the fixed installation to concrete frame.
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Description

Technical Field

[0001] This utility model relates to the field of prefabricated building structure technology, specifically to a prefabricated concrete frame column rebar sleeve. Background Technology

[0002] With the maturity of prefabricated building technology, more and more buildings are beginning to rely on prefabricated concrete components for construction. This not only has a simple structure, convenient construction, and high construction efficiency, but also improves the consistency of building components and enhances the structural strength of the building through prefabrication.

[0003] At present, when prefabricated concrete frame columns are connected to the building structure, steel sleeves are mainly used for connection. However, the steel sleeve connection method requires the assistance of installers to guide the installation during the installation process of prefabricated concrete frame columns. This requires manual guidance during installation, which is inconvenient and prone to collisions. In view of this, in-depth research was conducted on the above problems, which led to this case. Utility Model Content

[0004] To address the shortcomings of existing technologies, this utility model provides a prefabricated concrete frame column rebar sleeve, which solves the existing technical problems.

[0005] To achieve the above objectives, this utility model is implemented through the following technical solution: a prefabricated concrete frame column steel bar sleeve, including a concrete frame column and a building foundation, wherein the concrete frame column is assembled separately on the building foundation, and the building foundation is provided with a plurality of connecting steel bars arranged in a matrix, and a plurality of connecting sleeves are provided on the concrete frame column corresponding to the plurality of connecting steel bars. Multiple connecting sleeves are arranged in a matrix on the bottom surface of the concrete frame column, and multiple connecting sleeves are pre-embedded in the concrete frame column; A pair of guide sleeves are provided on both sides of the concrete frame column, and a pair of guide steel bars are provided on the corresponding building foundation. The pair of guide steel bars corresponds to the pair of guide sleeves, and the pair of guide sleeves are embedded in both sides of the concrete frame column. The length of the guide bar is longer than the length of the connecting bar; The diameter of the guide bar gradually increases from top to bottom, and the diameter of the guide sleeve gradually increases from top to bottom and matches the diameter of the guide bar.

[0006] Preferably, the top of the connecting steel bar is provided with a guide bevel, and the bottom opening of the connecting sleeve is provided with a guide bevel of the inner diameter.

[0007] Preferably, a grouting port extends from one side of the connecting sleeve, the grouting port penetrates one side wall of the concrete frame column, and an overflow port is also provided at the top of the connecting sleeve.

[0008] Preferably, the top of the guide bar has a hemispherical structure.

[0009] Preferably, the diameter change of the guide bar is transitioned by a tapered structure.

[0010] Beneficial effects This utility model provides a prefabricated concrete frame column rebar sleeve. It has the following advantages: In addition to the connecting rebar and connecting sleeve, this prefabricated concrete frame column rebar sleeve includes a pair of guide sleeves on both sides of the prefabricated concrete frame column, and a pair of guide rebars on the building foundation. During installation, the gradual thickening of the guide rebars and the gradual narrowing of the guide sleeves work together to achieve a smoother guiding effect, thereby completing the fixed installation of the concrete frame. Attached Figure Description

[0011] Figure 1 This is a three-dimensional structural diagram of the prefabricated concrete frame column steel reinforcement sleeve described in this utility model.

[0012] Figure 2 This is a schematic diagram of the blasting structure of the prefabricated concrete frame column steel reinforcement sleeve described in this utility model.

[0013] Figure 3 This is a partial cross-sectional structural diagram of the prefabricated concrete frame column reinforcement sleeve described in this utility model.

[0014] In the diagram: 1. Concrete frame column; 2. Building foundation; 3. Connecting reinforcement; 4. Connecting sleeve; 5. Guide sleeve; 6. Guide reinforcement; 7. Grouting port; 8. Overflow port. Detailed Implementation

[0015] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0016] Please see Figure 1-3 This utility model provides an implementation scheme: In the construction process of modern prefabricated buildings, in order to improve the construction efficiency of prefabricated buildings, it is necessary to use the combination of steel bars and sleeves for the assembly of concrete frame columns 1. However, at present, the steel bar sleeve combination mainly adopts the insertion sleeve combination. However, this insertion sleeve combination requires manual guidance and setting, so the operation is relatively cumbersome.

[0017] According to the instruction manual Figure 1-3 As can be seen, in order to address the above problems, this application discloses a prefabricated concrete frame column 1 steel bar sleeve, including a concrete frame column 1 and a building foundation 2. The concrete frame column 1 is assembled separately on the building foundation 2. The building foundation 2 is provided with a plurality of connecting steel bars 3 arranged in a matrix. The concrete frame column 1 is provided with a plurality of connecting sleeves 4 corresponding to the plurality of connecting steel bars 3. Through the corresponding installation of the connecting steel bars 3 and the connecting sleeves 4, the building foundation 2 supports and fixes the concrete frame column 1. Specifically, the aforementioned multiple connecting sleeves 4 are arranged in a matrix on the bottom surface of the concrete frame column 1. The multiple connecting sleeves 4 are embedded in the concrete frame column 1, and only the openings of the multiple connecting sleeves 4 are exposed. In this way, when the connecting sleeves 4 are fitted onto the connecting steel bars 3, the assembly of the concrete frame column 1 is achieved through the combination of the connecting sleeves 4 and the connecting bolts. In order to facilitate the installation and improve the installation efficiency, a pair of guide sleeves 5 are provided on both sides of the concrete frame column 1. The pair of guide sleeves 5 serve as guide devices during the installation process, which facilitates the installation of the concrete frame column 1 and improves the installation efficiency. Correspondingly, a pair of guide steel bars 6 are provided on the building foundation 2. The pair of guide steel bars 6 correspond to the pair of guide sleeves 5, and the pair of guide sleeves 5 are embedded in both sides of the concrete frame column 1. In the specific implementation process, during the hoisting of the precast concrete frame column 1, the connecting steel bars 3 of the concrete frame correspond to the building foundation 2, and the guide sleeve 5 corresponds to the guide steel bars 6. The length of the guide steel bars 6 is longer than the length of the connecting steel bars 3. The diameter of the guide steel bars 6 gradually increases from top to bottom, and the diameter of the guide sleeve 5 gradually increases from top to bottom and matches the diameter of the guide steel bars 6. Through the gradual thickening of the guide steel bars 6, the guide steel bars 6 and the guide sleeve 5 are gradually coaxial when below the guide steel bars 6, thereby realizing the gradual positioning of the concrete frame, ensuring that the concrete frame is lowered more smoothly and stably, and ensuring that the concrete frame is stably placed on the building foundation 2. This ensures the correspondence between the connecting steel bars 3 and the connecting sleeve 4.

[0018] As a preferred option, the top of the connecting steel bar 3 is provided with a guide bevel, and the bottom opening of the connecting sleeve 4 is provided with a guide bevel of the inner diameter, which serves as a guide and avoids collisions.

[0019] As a preferred option, a grouting port 7 extends from one side of the connecting sleeve 4, penetrating one side wall of the concrete frame column 1. An overflow port 8 is also provided at the top of the connecting sleeve 4. A grouting pump is connected through the grouting port 7 to inject cement mortar into the connecting sleeve 4, thereby connecting the connecting sleeve 4 and the connecting steel bar 3 through cement mortar. After the grouting is full, excess mortar will overflow from the overflow port 8 for easy observation.

[0020] As a preferred option, the top of the guide steel bar 6 is a hemispherical structure.

[0021] As a preferred option, the diameter of the guide steel bar 6 is further enhanced by a tapered structure at the transition point.

[0022] In summary, the prefabricated concrete frame column 1 steel reinforcement sleeve, in addition to the connecting steel bars 3 and connecting sleeves 4 used for connection, has a pair of guide sleeves 5 set on both sides of the prefabricated concrete frame column 1, and a pair of guide steel bars 6 set on the building foundation 2. During installation, the guide steel bars 6 gradually thicken and the guide sleeves 5 gradually narrow, achieving a smoother guiding effect, thereby completing the fixed installation of the concrete frame.

[0023] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A prefabricated concrete frame column (1) reinforcing sleeve, comprising a concrete frame column (1) and a building foundation (2), wherein the concrete frame column (1) is assembled separately on the building foundation (2), and the building foundation (2) is provided with a plurality of connecting reinforcing bars (3) arranged in a matrix, characterized in that, Multiple connecting sleeves (4) are provided on the concrete frame column (1) corresponding to multiple connecting steel bars (3); Multiple connecting sleeves (4) are arranged in a matrix on the bottom surface of the concrete frame column (1), and multiple connecting sleeves (4) are embedded in the concrete frame column (1). A pair of guide sleeves (5) are provided on both sides of the concrete frame column (1), and a pair of guide steel bars (6) are provided on the corresponding building foundation (2). The pair of guide steel bars (6) correspond to the pair of guide sleeves (5), and the pair of guide sleeves (5) are embedded in both sides of the concrete frame column (1). The length of the guide bar (6) is longer than the length of the connecting bar (3); The diameter of the guide bar (6) gradually increases from top to bottom, and the diameter of the guide sleeve (5) gradually increases from top to bottom and matches the diameter of the guide bar (6).

2. The prefabricated concrete frame column (1) reinforcement sleeve according to claim 1, characterized in that, The top of the connecting steel bar (3) is provided with a guide slope, and the bottom opening of the connecting sleeve (4) is provided with a guide slope of the inner diameter.

3. A prefabricated concrete frame column (1) reinforcement sleeve according to claim 2, characterized in that, A grouting port (7) extends from one side of the connecting sleeve (4), the grouting port (7) penetrates one side wall of the concrete frame column (1), and an overflow port (8) is also provided at the top of the connecting sleeve (4).

4. The prefabricated concrete frame column (1) reinforcement sleeve according to claim 3, characterized in that, The top of the guide bar (6) is a hemispherical structure.

5. A prefabricated concrete frame column (1) reinforcement sleeve according to claim 4, characterized in that, The diameter of the guide bar (6) changes through a tapered structure.