Connecting structure between box-type column and foundation and connecting structure between box-type columns

By using embedded anchor bolts and concrete filling methods in the connecting structure between box columns and foundations, the problems of construction troubles and insufficient stability in the prior art are solved, and more efficient construction and more stable connections are achieved.

CN222835117UActive Publication Date: 2025-05-06CHONGQING UNIV ARCHITECTURAL PLANNING & DESIGN RES INST CO LTD +1
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Patent Information

Application Number
CN202421839909.1
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-07-30
Publication Date
2025-05-06
Estimated Expiration
2034-07-30

AI Technical Summary

Technical Problem

The prior art is troublesome in the connection between box columns and foundations, especially when box columns are long columns that can span multiple layers, it is impossible to connect and tighten the lock nuts and screws, which seriously affects the stability and construction efficiency of box columns.

Method used

A connection structure between the box column and the foundation is designed, and anchor holes are opened on the inner side of the ribs of the box column, anchor bolts are embedded, and concrete is filled in the exposed part of the anchor bolt to enhance connection stability.

Benefits of technology

This structure simplifies the construction process, improves the construction efficiency between the box columns, the base and the box columns, and enhances the stability and reliability of the connection.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a connecting structure between a box column and a foundation and between the box column and the foundation, the connecting structure between the box column and the foundation comprises a column foot foundation and a box column body, and at least one side of the box column body is provided with a rib plate with a U-shaped section; a column foot bottom plate is arranged at the bottom of the box-shaped column body; and at least a cavity enclosed by the inner side of the rib plate and the side wall of the box-type column body is filled with concrete. The connecting structure between the box-type columns comprises a box-type column body, and at least one side of the box-type column body is provided with a rib plate with a U-shaped section; a connecting steel plate is arranged at the upper end of the lower box-shaped column body, and an embedded joint bar is arranged on the connecting steel plate; and the upper box-shaped column body and the lower box-shaped column body are filled with concrete. The box column is convenient and fast to construct, the construction efficiency can be effectively improved, and the connection stability and reliability of the box column and the foundation are improved.
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Description

Technical Field

[0001] The utility model relates to the technical field of box-type column construction, in particular to a connection structure between a box-type column and a foundation and the box-type column. Background Art

[0002] At present, with the development of fast-building building structures, more and more houses and other buildings use steel structures and steel-concrete mixed structures to improve the construction efficiency of houses and other buildings. In building structures, most columns are welded with steel plates to form a box-type column structure to support beams, floor slabs, etc. Since the columns adopt a box-type structure, during construction, the box-type columns are usually installed in the foundation, and then concrete is poured to make the box-type columns and the foundation form a whole. In this way, although the stability is good, it will affect the construction efficiency of the box-type columns. Alternatively, screws are embedded in the foundation, and then a connecting plate is welded at the bottom of the box-type column. Finally, the bottom plate is connected to the screws embedded in the foundation through locking nuts to form a fixed structure. However, this construction is very troublesome, especially when the box-type column is a full-length column that can span multiple layers, it is impossible to connect and tighten the locking nuts with the screws, which seriously affects the stability and construction efficiency of the box-type column. Utility Model Content

[0003] In view of the above-mentioned deficiencies in the prior art, the purpose of the present invention is to provide a connection structure between a box column and a foundation and between box columns, which is convenient and quick to construct, can effectively improve the construction efficiency, and enhance the connection stability and reliability between the box column and the foundation.

[0004] In order to solve the above technical problems, the technical solution adopted by the utility model is as follows: a connection structure between a box-type column and a foundation, comprising a column foot foundation and a box-type column body, characterized in that: at least one rib with a U-shaped cross-section is provided on the inner wall and / or outer wall of at least one side of the box-type column body; a column foot bottom plate is provided at the bottom of the box-type column body, and anchor holes are opened at positions of the column foot bottom plate corresponding to the inner sides of the ribs on the inner side or outer side of the box-type column body; a plurality of anchor bolts are pre-embedded in the column foot foundation, wherein the positions of the anchor bolts correspond to the positions of the anchor holes on the column foot bottom plate; the portion of the anchor bolt exposed from the column foot foundation passes through the anchor holes on the column foot bottom plate and then extends into a cavity surrounded by the inner side of the ribs and the side walls of the box-type column; at least the cavity surrounded by the inner side of the ribs and the side walls of the box-type column is filled with concrete, and the concrete at least covers the anchor bolts.

[0005] Furthermore, each inner wall of the box-shaped column is provided with a rib plate.

[0006] Furthermore, a rib is provided on each inner wall of the box-type column, and two ribs are provided on each outer wall of the box-type column, wherein anchor holes are provided on the column foot bottom plate at positions corresponding to the inner sides of the ribs on the outer walls of the box-type column.

[0007] Furthermore, the bottom of the box-shaped column is entirely filled with concrete.

[0008] A connection structure between box-type columns, comprising a box-type column body, characterized in that: at least one rib with a U-shaped cross-section is provided on the inner wall of at least one side of the box-type column body; a connecting steel plate is provided at the upper end of the lower box-type column body, and pre-embedded dowel bars are provided on the connecting steel plate at positions corresponding to the inner sides of the ribs, wherein the middle portion of the pre-embedded dowel bars is connected to the connecting steel plate, and the lower portion thereof extends into the inner side of the ribs of the lower box-type column, and the upper portion thereof extends into the inner side of the ribs of the upper box-type column; and the upper box-type column and the lower box-type column are both filled with concrete.

[0009] Furthermore, a positioning block is provided in the middle of the embedded reinforcing bar, and the positioning block is located on the upper side of the connecting steel plate and is welded to the connecting steel plate.

[0010] Compared with the prior art, the utility model has the following advantages:

[0011] 1. The structure is simple and the construction is convenient. It can effectively improve the construction efficiency between the box column and the base and between the box columns, and it has better stability and high reliability.

[0012] 2. When the anchor bolt is set inside the box-shaped column, its bending resistance is weakened, making the column foot similar to a hinged connection; and the anchor bolt is connected to the box-shaped column through concrete, making the anchor bolt connection highly reliable.

[0013] 3. When the anchor bolts are set outside the box-shaped column, they have strong bending resistance and can form a rigid connection, effectively improving the stability of the box-shaped column. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 This is a schematic diagram of the structure of Example 1.

[0015] Figure 2 for Figure 1 Cross-sectional view of .

[0016] Figure 3 This is a schematic diagram of the structure of Example 2.

[0017] Figure 4 for Figure 3 Cross-sectional view of .

[0018] Figure 5 Schematic diagram of the connection structure between box columns.

[0019] Figure 6 for Figure 5 Cross-sectional view of .

[0020] In the figure: 1—column foot foundation, 2—box column, 3—rib plate, 4—column foot bottom plate, 5—anchor bolt, 6—concrete, 7—connecting steel plate, 8—embedded dowel bar, 9—positioning block. DETAILED DESCRIPTION

[0021] The utility model will be further described below in conjunction with the accompanying drawings and embodiments.

[0022] Embodiment: A connection structure between a box column and a foundation, comprising a column base 1 and a box column 2, wherein at least one inner wall and / or outer wall of at least one side of the box column 2 is provided with at least one rib 3 with a U-shaped cross section. A column base plate 4 is provided at the bottom of the box column 2, and anchor holes are provided at positions of the column base plate 4 corresponding to the inner side of the rib 3 on the inner side or outer side of the box column 2. Several anchor bolts 5 are pre-embedded in the column base 1, wherein the positions of the anchor bolts 5 correspond to the positions of the anchor holes on the column base plate 4. The portion of the anchor bolt 5 exposed from the column base 1 passes through the anchor holes on the column base plate 4 and then extends into the cavity enclosed by the inner side of the rib 3 and the side wall of the box column 2. At least the cavity enclosed by the inner side of the rib 3 and the side wall of the box column 2 is filled with concrete 6, and the concrete 6 at least covers the anchor bolt 5. In order to further improve the stability of the box column 2, the bottom of the box column 2 is filled with concrete 6 as a whole.

[0023] When implementing:

[0024] Example 1, see Figure 1 , 2 A rib plate 3 is provided on each inner wall of the box-shaped column 2; the structure is simple, the construction is convenient, and the overall structure is more regular.

[0025] Example 2, see Figure 3 , Figure 4 A rib plate 3 is provided on each inner wall of the box-type column 2, and two rib plates 3 are provided on each outer wall of the box-type column 2. An anchor hole is provided on the column foot bottom plate 4 at a position corresponding to the inner side of the rib plate 3 on the outer wall of the box-type column 2; the construction is convenient, and the structural strength and stability of the box-type column can be effectively improved, thereby improving the stability of the entire connection structure.

[0026] The utility model has a simple structure and is convenient to construct, can effectively improve the construction efficiency between the box-type column and the base and the box-type column, and has better stability and high reliability.

[0027] This solution also discloses a connection structure between box-type columns, see Figure 5 , Figure 6, including a box-type column 2, at least one U-shaped cross-section rib 3 is provided on the inner wall of at least one side of the box-type column 2; when implemented, a rib 3 is provided on each inner wall of the box-type column 2. A connecting steel plate 7 is provided at the upper end of the lower box-type column 2, and a pre-embedded dowel 8 is provided on the connecting steel plate 7 at a position corresponding to the inner side of the rib 3. During processing, a positioning block 9 is provided in the middle of the pre-embedded dowel 8, and the positioning block 9 is located on the upper side of the connecting steel plate 7 and welded to the connecting steel plate 7. The middle part of the pre-embedded dowel 8 is connected to the connecting steel plate 7, and the lower part thereof extends into the inner side of the rib 3 of the lower box-type column 2, and the upper part extends into the inner side of the rib 3 of the upper box-type column 2; the upper box-type column 2 and the lower box-type column 2 are both filled with concrete 6.

[0028] When the anchor bolt 5 of the utility model is arranged inside the box-shaped column, its bending resistance is weakened, so that the column foot is similar to a hinged connection; and the anchor bolt 5 is connected to the box-shaped column 2 through the concrete 6, so that the connection reliability of the anchor bolt 5 is high. When the anchor bolt 5 is arranged outside the box-shaped column, its bending resistance is strong, and a rigid connection can be formed, which effectively improves the stability of the box-shaped column 2.

[0029] Finally, it should be noted that the above embodiments are only used to illustrate the technical solution of the utility model rather than to limit the technical solution. Ordinary technicians in this field should understand that those modifications or equivalent replacements of the technical solution of the utility model without departing from the purpose and scope of the technical solution of the utility model should be included in the scope of the claims of the utility model.

Claims

1. A connection structure between a box column and a foundation, comprising a column foot foundation and a box column body, characterized in that: At least one rib with a U-shaped cross section is provided on the inner wall and / or outer wall of at least one side of the box-type column; a column foot bottom plate is provided at the bottom of the box-type column, and anchor holes are opened at positions of the column foot bottom plate corresponding to the inner side of the rib on the inner side or outer side of the box-type column; a plurality of anchor bolts are pre-embedded in the column foot foundation, wherein the positions of the anchor bolts correspond to the positions of the anchor holes on the column foot bottom plate; the portions of the anchor bolts exposed from the column foot foundation pass through the anchor holes on the column foot bottom plate and extend into a cavity surrounded by the inner side of the rib and the side wall of the box-type column; at least the cavity surrounded by the inner side of the rib and the side wall of the box-type column is filled with concrete, and the concrete at least covers the anchor bolts.

2. The connection structure between the box column and the foundation according to claim 1, characterized in that: Each inner wall of the box-shaped column is provided with a rib plate.

3. The connection structure between the box column and the foundation according to claim 1, characterized in that: A rib is provided on each inner wall of the box-type column, and two ribs are provided on each outer wall of the box-type column, wherein anchor holes are provided on the column foot bottom plate at positions corresponding to the inner sides of the ribs on the outer walls of the box-type column.

4. The connection structure between the box column and the foundation according to claim 1, characterized in that: The bottom of the box-type column is entirely filled with concrete.

5. A connection structure between box-type columns, comprising a box-type column body, characterized in that: At least one rib with a U-shaped cross section is provided on the inner wall of at least one side of the box-type column; a connecting steel plate is provided on the upper end of the lower box-type column, and embedded dowel bars are provided on the connecting steel plate at positions corresponding to the inner sides of the ribs, wherein the middle portion of the embedded dowel bars is connected to the connecting steel plate, and the lower portion thereof extends into the inner side of the ribs of the lower box-type column, and the upper portion thereof extends into the inner side of the ribs of the upper box-type column; both the upper box-type column and the lower box-type column are filled with concrete.

6. The connection structure between box-type columns according to claim 5, characterized in that: A positioning block is provided in the middle of the embedded reinforcing bar, and the positioning block is located on the upper side of the connecting steel plate and is welded to the connecting steel plate.