Transformation structure for inclined columns of tower building and podium building

Abstract

The utility model relates to the technical field of tower and podium building batter post conversion structures, in particular to a tower and podium building batter post conversion structure which comprises a podium building batter post and a second lantern ring, the top of the outer wall of the podium building batter post is fixedly connected with the inner wall of the second lantern ring, and a reinforcing structure is connected above the outer wall of the podium building batter post. And a connecting structure is arranged at the top of the podium building batter post. A first lantern ring in the reinforcing structure is located below a second lantern ring, the first lantern ring is matched with inclined rods to support the second lantern ring, supporting points at the bottom of the second lantern ring are increased, and after a tower beam column is erected on the top of the second lantern ring, the inclined rods are matched with the first lantern ring to prevent the second lantern ring from deforming; and meanwhile, the inner core of the inner wall of the inclined rod can prevent the inclined rod from being bent through self steel bar materials, the first lantern ring, the inclined rod and the second lantern ring form a hollow-out feeling, the attractiveness of the inclined column structure is improved, the supporting strength of the inclined column conversion structure is improved, and the use limitation of the inclined column conversion structure is eliminated.

Description

Technical Field

[0001] The utility model relates to the technical field of conversion structures of inclined columns between a tower building and a podium building, and specifically relates to a conversion structure of inclined columns between a tower building and a podium building. Background Art

[0002] The conversion structure of inclined columns is an important structural design strategy, which not only enhances the overall aesthetic feeling of the building, but also effectively optimizes the space utilization rate and structural stability.

[0003] For example, an inclined column conversion joint structure with the publication number of "CN215631071U" sets support bars in the middle-layer column to enable the steel bars of the upper-layer column and the lower-layer column to extend and connect, improving the connection strength between the middle-layer column and the upper-layer column and the lower-layer column, so that the middle part of the column can be bent to meet special space requirements and realize inclined conversion. At the same time, the column can have strong strength and support ability with a smaller thickness. However, in the use of the inclined column conversion structure, the beam-column at the top is supported by a disc above the inclined column. Except for the center position of the circular plate being supported by the inclined column, other positions are in a suspended state. The circular plate will deform after long-term support of the beam-column, reducing the support strength of the inclined column conversion structure and resulting in limitations in the use of the inclined column conversion structure. Summary of the Utility Model

[0004] The purpose of the utility model is to solve the problem that the support strength of the inclined column conversion structure is reduced, resulting in limitations in the use of the inclined column conversion structure, and to propose a conversion structure of inclined columns between a tower building and a podium building.

[0005] To achieve the above purpose, the utility model provides the following technical solutions:

[0006] Design a conversion structure of inclined columns between a tower building and a podium building, including a podium inclined column and a second collar. The top of the outer wall of the podium inclined column is fixedly connected to the inner wall of the second collar. A reinforcement structure is connected above the outer wall of the podium inclined column. A connection structure is provided at the top of the podium inclined column. The top of the second collar is attached to a tower beam-column, and the outer wall of the tower beam-column is attached to the outer wall of the connection structure.

[0007] Preferably, the reinforcement structure includes a first collar and inclined rods. The inner wall of the first collar is fixedly connected to the upper part of the outer wall of the podium inclined column. The top of the first collar is fixedly connected to the bottoms of multiple inclined rods. Inner cores are respectively fixedly connected to the inner walls of the multiple inclined rods.

[0008] Preferably, the tops of the multiple inclined rods and the inner cores are all fixedly connected to the bottom of the second collar.

[0009] Preferably, the multiple inclined rods are all located on the outer wall of the podium inclined column.

[0010] Preferably, the connecting structure includes a vertical cylinder and a sleeve plate. The bottom of the vertical cylinder is fixedly connected to the top of the podium inclined column. The outer wall of the vertical cylinder is fixedly connected to the inner wall of the sleeve plate. A plurality of columns are fixedly connected to the top of the vertical cylinder.

[0011] Preferably, the outer wall of the sleeve plate is fitted with the outer wall of the tower beam-column.

[0012] The conversion structure of the tower and the podium inclined column proposed by the present utility model has the beneficial effects that: in the reinforcement structure, the first sleeve ring is located below the second sleeve ring, and the first sleeve ring cooperates with the inclined rod to support the second sleeve ring, increasing the support points at the bottom of the second sleeve ring. When the tower beam-column is placed on the top of the second sleeve ring, the plurality of inclined rods cooperate with the first sleeve ring to prevent the second sleeve ring from deforming. At the same time, the inner core on the inner wall of the inclined rod can prevent the inclined rod from bending due to its steel bar material. At the same time, the first sleeve ring, the inclined rod and the second sleeve ring form a hollow feeling, improving the aesthetics of the inclined column structure, enhancing the support strength of the conversion structure of the inclined column, and eliminating the use limitations of the conversion structure of the inclined column. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 It is a schematic structural diagram of the present utility model;

[0014] Figure 2 is Figure 1 a schematic structural diagram of the connection relationship between the podium inclined column and the round rod in

[0015] Figure 3 is Figure 1 a schematic structural diagram of the connection relationship between the first sleeve ring, the inclined rod and the inner core in

[0016] Figure 4 is Figure 1 a schematic structural diagram of the connection relationship between the vertical cylinder, the sleeve plate and the column in

[0017] In the figure: 1, podium inclined column; 2, reinforcement structure; 201, first sleeve ring; 202, inclined rod; 203, inner core; 3, connecting structure; 301, vertical cylinder; 302, sleeve plate; 303, column; 4, second sleeve ring; 5, tower beam-column; 6, round rod. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0018] The present utility model will be further described below with reference to the accompanying drawings:

[0019] Embodiment 1:

[0020] Please refer to Figures 1-4: In this embodiment, a conversion structure for the inclined columns of a tower and a podium includes a podium inclined column 1 and a second collar 4. The top of the outer wall of the podium inclined column 1 is fixedly connected to the inner wall of the second collar 4. A reinforcement structure 2 is connected above the outer wall of the podium inclined column 1. A connection structure 3 is provided at the top of the podium inclined column 1. The top of the second collar 4 is attached to a tower beam-column 5. The second collar 4 is made of reinforced concrete, and the outer wall of the tower beam-column 5 is attached to the outer wall of the connection structure 3.

[0021] The reinforcement structure 2 includes a first collar 201 and inclined rods 202. The inner wall of the first collar 201 is fixedly connected to the outer wall above the podium inclined column 1. The first collar 201 is made of reinforced concrete. The top of the first collar 201 is fixedly connected to the bottoms of multiple inclined rods 202. The inclined rods 202 are made of concrete. Inner cores 203 are fixedly connected to the inner walls of the multiple inclined rods 202 respectively. The inner cores 203 are made of steel. The tops of the multiple inclined rods 202 and the inner cores 203 are both fixedly connected to the bottom of the second collar 4. The multiple inclined rods 202 are all located on the outer wall of the podium inclined column 1;

[0022] Since the first collar 201 in the reinforcement structure 2 is located below the second collar 4, the first collar 201 cooperates with the inclined rods 202 to support the second collar 4, increasing the support points at the bottom of the second collar 4. After the tower beam-column is placed on the top of the second collar 4, the multiple inclined rods 202 cooperate with the first collar 201 to prevent the second collar 4 from deforming. At the same time, the inner cores 203 on the inner walls of the inclined rods 202, due to their steel material, can prevent the inclined rods 202 from bending. At the same time, the first collar 201, the inclined rods 202, and the second collar 4 form a sense of emptiness, improving the aesthetics of the inclined column structure, enhancing the support strength of the conversion structure of the inclined column, and eliminating the use limitations of the conversion structure of the inclined column.

[0023] The connection structure 3 includes a vertical cylinder 301 and a sleeve plate 302. The bottom of the vertical cylinder 301 is fixedly connected to the top of the podium inclined column 1. The outer wall of the vertical cylinder 301 is fixedly connected to the inner wall of the sleeve plate 302. The sleeve plate 302 is a ring-shaped steel bar. Multiple columns 303 are fixedly connected to the top of the vertical cylinder 301. The columns 303 are made of steel. The outer wall of the sleeve plate 302 is attached to the outer wall of the tower beam-column 5.

[0024] Working principle:

[0025] Reinforcement and support of the conversion structure for the inclined columns of the tower and the podium:

[0026] The first ring 201 is located below the second ring 4. The first ring 201 cooperates with the diagonal rod 202 to support the second ring 4, increasing the support point at the bottom of the second ring 4. When the tower beam is mounted on the top of the second ring 4, multiple diagonal rods 202 cooperate with the first ring 201 to prevent the second ring 4 from deformation. At the same time, the inner core 203 of the inner wall of the diagonal rod 202 can prevent the diagonal rod 202 from bending through its own steel bar material. At the same time, the first ring 201, the diagonal rod 202 and the second ring 4 form a hollow feeling, which improves the beauty of the diagonal column structure.

[0027] Reinforcement of transfer beams and columns of tower and podium inclined columns:

[0028] The sleeve plate 302 on the outer wall of the vertical tube 301 cooperates with the mortar to form a staggered connection with the tower beam column 5, thereby increasing the connection stability of the tower beam column 5. When the column body is increased in height, the bottom of the column body fits with the top of the vertical tube 301. At this time, the outer wall of the column 303 is inserted into the docking main body 303, so that the vertical tube 301 and the column form an inserted docking, thereby increasing the stability of the increased column body.

[0029] Embodiment 2:

[0030] See also Figures 1-4 : In this embodiment, a conversion structure of a tower and a podium inclined column also includes round rods 6, and the outer walls of the plurality of round rods 6 are fixedly connected to the inner walls of the podium inclined columns 1.

[0031] Working principle:

[0032] The plurality of round rods 6 increase the shear strength inside the inclined columns 1 of the podium building through their own steel bar material, thereby preventing the inclined columns 1 of the podium building from breaking.

[0033] Although the present invention has been shown and described with reference to the preferred embodiments, it will be understood by those skilled in the art that various changes in form and details may be made therein within the scope of the claims.

Claims

1. A conversion structure for the inclined columns of a tower and a podium, comprising an inclined podium column (1) and a second collar (4), wherein the top of the outer wall of the inclined podium column (1) is fixedly connected to the inner wall of the second collar (4), and is characterized in that: Above the outer wall of the podium inclined column (1), a reinforcement structure (2) is connected. At the top of the podium inclined column (1), a connection structure (3) is provided. At the top of the second collar (4), a tower beam-column (5) is attached. The outer wall of the tower beam-column (5) is in contact with the outer wall of the connection structure (3).

2. The conversion structure of the inclined columns between the tower and podium according to claim 1, characterized in that: The reinforcement structure (2) includes a first collar (201) and inclined rods (202). The inner wall of the first collar (201) is fixedly connected to the upper part of the outer wall of the podium inclined column (1). The top of the first collar (201) is fixedly connected to the bottoms of a plurality of inclined rods (202). Inner cores (203) are respectively fixedly connected to the inner walls of the plurality of inclined rods (202).

3. A conversion structure for inclined columns of a tower building and a podium building according to claim 2, characterized in that: The tops of the plurality of inclined rods (202) and the inner cores (203) are both fixedly connected to the bottom of the second collar (4).

4. A conversion structure for inclined columns between a tower building and a podium building according to claim 2, characterized in that: The plurality of inclined rods (202) are all located on the outer wall of the podium inclined column (1).

5. A conversion structure for inclined columns of a tower building and a podium building according to claim 1, characterized in that: The connection structure (3) includes a vertical cylinder (301) and a sleeve plate (302). The bottom of the vertical cylinder (301) is fixedly connected to the top of the podium inclined column (1). The outer wall of the vertical cylinder (301) is fixedly connected to the inner wall of the sleeve plate (302). A plurality of columns (303) are fixedly connected to the top of the vertical cylinder (301).

6. A conversion structure of inclined columns between a tower building and a podium building according to claim 5, characterized in that: The outer wall of the sleeve plate (302) is in contact with the outer wall of the tower beam-column (5).

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