Steel-bamboo composite column and construction method thereof

By using concrete abutments, embedded parts, sleeves and other components in steel and bamboo buildings, the stable connection between the lower steel column and the upper steel column is solved, and the problem of inconvenience in the construction of existing steel and bamboo buildings is achieved, and rapid construction and division are achieved The effect of the asana structure.

CN119392864APending Publication Date: 2025-02-07TONGJI UNIV
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Patent Information

Application Number
CN202310910173.6
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2023-07-22
Publication Date
2025-02-07

AI Technical Summary

Technical Problem

During the construction of existing steel and bamboo buildings, since most steel and bamboos are integrated structures and have heavy weight, they are inconvenient to build work and the frame structure is not separate, which affects the handling and installation efficiency.

Method used

The steel-bamboo combined column technology is adopted to achieve stable connection and rapid splicing of the lower steel column and the upper steel column through the concrete abutment, embedded parts, sleeves, bolts and other components, forming a split building frame.

Benefits of technology

The rapid construction and split structure of steel and bamboo buildings are realized, reducing the weight and handling difficulty during the construction process, and improving the stability of the building frame.

✦ Generated by Eureka AI based on patent content.

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Patent Text Reader

Abstract

The invention provides a steel-bamboo composite column and a construction method thereof, and relates to the technical field of steel-bamboo composite columns, the steel-bamboo composite column comprises a concrete abutment, an embedded part is mounted at the top of the concrete abutment, a fifth bolt is arranged between the concrete abutment and the embedded part, a sleeve is mounted at the top of the embedded part, and a steel-bamboo composite column is arranged in the sleeve. In the actual use process, the concrete base station, the embedded part, the sleeve, the first bolt, the first inserting opening, the lower steel column, the second bolt, the first positioning block, the first positioning groove, the upper steel column, the third bolt, the connecting piece, the fourth bolt, the second inserting opening and the fifth bolt are arranged, so that the concrete base station, the embedded part, the sleeve, the first bolt, the first inserting opening, the lower steel column, the second bolt, the first positioning block and the fifth bolt are arranged; by means of the mode of preliminarily positioning the embedded parts and the sleeves, the multiple sets of lower steel columns and upper steel columns can be connected in series, then the effect of rapidly building the steel bamboo building is achieved, meanwhile, the frame is of a split structure, the specific gravity is low, and meanwhile carrying by people is facilitated.
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Description

Technical Field

[0001] The invention relates to the technical field of steel-bamboo composite columns, and in particular to a steel-bamboo composite column and a construction method thereof. Background Art

[0002] Steel bamboo is a very common bamboo plant nowadays. In the process of building steel bamboo landscape architecture, it is usually necessary to manually bundle multiple groups of steel bamboo together and finally build them into a building frame. Since most of the current steel bamboos are integrated structures and have a relatively heavy weight, it is not conducive to people's construction work. Summary of the invention

[0003] The purpose of the present invention is to solve the technical problems raised in the above background technology.

[0004] The present invention adopts the following technical scheme: a steel-bamboo composite column, comprising a concrete base, an embedded part is installed on the top of the concrete base, a No. 5 bolt is arranged between the concrete base and the embedded part, a sleeve is installed on the top of the embedded part, a No. 1 bolt is arranged between the sleeve and the embedded part, a No. 1 socket is opened on the top of the sleeve, a lower steel column is arranged between the No. 1 socket, a No. 2 bolt is installed between the lower steel column and the sleeve, a No. 1 positioning block is installed on the bottom of the lower steel column, a No. 1 positioning groove is arranged on the inner wall of the No. 1 socket, an upper steel column is arranged on the top of the lower steel column, a No. 3 bolt is arranged between the upper steel column and the lower steel column, a connecting piece is arranged between the upper steel columns, a No. 4 bolt is arranged between the connecting piece and the upper steel column, and No. 2 sockets are opened at both ends of the upper steel column.

[0005] Preferably, a No. 1 screw hole is provided between the sleeve and the embedded part, a No. 2 screw hole is provided on the surface of the lower steel column, a No. 3 screw hole is provided on the surface of the upper steel column and the top of the lower steel column, a No. 4 screw hole is provided around the connecting part, and a No. 5 screw hole is provided on the surface of the embedded part and the concrete base. Thus, a stable connection of each component is achieved.

[0006] Preferably, through holes are provided around the second socket, so that the third bolt can pass through the upper steel column.

[0007] Preferably, the connecting piece is in a cross-shaped structure. Accordingly, the cross-shaped connecting piece can connect upper steel columns in different directions.

[0008] Preferably, a reinforcement device is provided between the lower steel columns, and the reinforcement device includes a reinforcing rib, the reinforcing rib is provided between the lower steel columns, both ends of the reinforcing rib are provided with a knob, both sides of the knob are provided with a limit block, a torsion spring is provided between the knob and the reinforcing rib, and a through groove is provided on the surface of the lower steel column at the position of the reinforcing rib, and both sides of the through groove are provided with a notch. Accordingly, the reinforcing rib can improve the strength of multiple groups of lower steel columns.

[0009] Preferably, the surface of the through-groove is further provided with a second positioning groove, and the surface of the reinforcing rib is further provided with a second positioning block, thereby preventing the reinforcing rib from rotating in the through-groove.

[0010] Preferably, a positioning device is provided on the surface of the concrete base, and the positioning device includes a positioning column, and the positioning column is fixedly installed around the concrete base, and a positioning hole is opened on the surface of the embedded part at the position of the positioning column. Accordingly, it is convenient for people to install the embedded part.

[0011] Preferably, the diameter of the positioning column is the same as the diameter of the positioning hole. Accordingly, the concrete base can be stably connected to the embedded part.

[0012] A method for constructing a steel-bamboo composite column comprises the following steps:

[0013] Step 1: First, cast the embedded part on the concrete base, then tighten the No. 5 bolt into the No. 5 screw hole to fix the embedded part, then insert the sleeve into the embedded part and adjust it to a suitable angle, then tighten the No. 1 bolt into the No. 1 screw hole to connect the sleeve to the embedded part;

[0014] Step 2: Then insert the bottom end of the lower steel column into the No. 1 socket of the sleeve, and then tighten the No. 2 bolt into the No. 2 screw hole. At this time, the lower steel column is fixed to the sleeve. Then insert the connecting piece between the multiple groups of upper steel columns, so that the two ends of the connecting piece protrusion are connected to the No. 2 socket at one end of the upper steel column. Then insert the No. 4 bolt into the designated through hole and tighten it into the No. 4 screw hole. At this time, it plays the role of connecting multiple groups of upper steel columns;

[0015] Step 3: Then place multiple sets of upper steel columns on the notch at the top of the lower steel columns, and then tighten the No. 3 bolts in the No. 3 screw holes to fix the lower and upper steel columns. Finally, simply splice multiple sets of upper steel columns in the same way to form a building frame.

[0016] Compared with the prior art, the advantages and positive effects of the present invention are:

[0017] 1. In the present invention, when actually used, by arranging a concrete base, embedded parts, sleeves, No. 1 bolts, No. 1 sockets, lower steel columns, No. 2 bolts, No. 1 positioning blocks, No. 1 positioning grooves, upper steel columns, No. 3 bolts, connectors, No. 4 bolts, No. 2 sockets and No. 5 bolts, by using the method of preliminary positioning of embedded parts and sleeves, multiple groups of lower steel columns and upper steel columns can be connected in series with each other, thereby playing a role in quickly building steel bamboo buildings. At the same time, the frame is a split structure, which is lighter in weight and more convenient for people to carry.

[0018] 2. In the present invention, when actually used, by providing a reinforcement device, the strength between multiple groups of lower steel columns is improved, thereby making the overall building frame more stable.

[0019] 3. In the present invention, when actually used, by providing a positioning device, it plays a role in assisting the positioning of the concrete base and the embedded parts, making it convenient for people to find the position of the No. 5 screw hole. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 A schematic diagram of a steel-bamboo composite column proposed by the present invention;

[0021] Figure 2 A top view of a steel-bamboo composite column is provided for the present invention;

[0022] Figure 3 The present invention proposes a steel-bamboo composite column Figure 1 Schematic diagram of part of the structure at the location of the concrete base;

[0023] Figure 4 The present invention proposes a steel-bamboo composite column Figure 1 Enlarged view of point A in the middle;

[0024] Figure 5 The present invention proposes a steel-bamboo composite column Figure 2 Schematic diagram of part of the structure at the position of the middle and upper steel column;

[0025] Figure 6 The present invention provides a schematic diagram of the internal structure of the reinforcing ribs in a steel-bamboo composite column;

[0026] Figure 7 The present invention proposes a steel-bamboo composite column Figure 1 Enlarged view of point B in the middle.

[0027] Legend:

[0028] 1. Concrete base; 2. Embedded parts; 3. Sleeve; 4. No. 1 bolt; 5. No. 1 screw hole; 6. No. 1 socket; 7. Lower steel column; 8. No. 2 bolt; 9. No. 2 screw hole; 10. No. 1 positioning block; 11. No. 1 positioning groove; 12. Upper steel column; 13. No. 3 bolt; 14. No. 3 screw hole; 15. Connector; 16. No. 4 bolt; 17. No. 4 screw hole; 18. No. 2 socket; 19. Through hole; 20. Reinforcement rib; 21. Knob; 22. Limit block; 23. Torsion spring; 24. No. 2 positioning block; 25. No. 2 positioning groove; 26. Through groove; 27. Notch; 28. No. 5 bolt; 29. ​​No. 5 screw hole; 30. Positioning column; 31. Positioning hole. DETAILED DESCRIPTION

[0029] In order to more clearly understand the above-mentioned purpose, features and advantages of the present invention, the present invention is further described below in conjunction with the accompanying drawings and embodiments. It should be noted that the embodiments of the present application and the features in the embodiments can be combined with each other without conflict.

[0030] In the following description, many specific details are set forth to facilitate a full understanding of the present invention. However, the present invention may also be implemented in other ways than those described herein. Therefore, the present invention is not limited to the specific embodiments of the following disclosure.

[0031] For example, see Figure 1-5 The present invention provides a technical solution: a steel-bamboo composite column, comprising a concrete base 1, an embedded part 2 is installed on the top of the concrete base 1, a No. 5 bolt 28 is arranged between the concrete base 1 and the embedded part 2, a sleeve 3 is installed on the top of the embedded part 2, a No. 1 bolt 4 is arranged between the sleeve 3 and the embedded part 2, a No. 1 socket 6 is provided on the top of the sleeve 3, a lower steel column 7 is provided between the No. 1 socket 6, a No. 2 bolt 8 is installed between the lower steel column 7 and the sleeve 3, a No. 1 positioning block 10 is arranged at the bottom of the lower steel column 7, and a No. 1 positioning groove is provided on the inner wall of the No. 1 socket 6 11. An upper steel column 12 is arranged on the top of the lower steel column 7, a No. 3 bolt 13 is arranged between the upper steel column 12 and the lower steel column 7, a connecting piece 15 is arranged between the upper steel columns 12, and the connecting piece 15 is in a cross-shaped structure. By arranging the cross connecting piece 15, the upper steel column 12 can be fixed in different directions, a No. 4 bolt 16 is arranged between the connecting piece 15 and the upper steel column 12, No. 2 sockets 18 are provided at both ends of the upper steel column 12, and through holes 19 are provided around the No. 2 socket 18. By arranging the through holes 19, the No. 4 bolt 16 can be inserted into the upper steel column 12.

[0032] See also Figure 1-5A No. 1 screw hole 5 is provided between the sleeve 3 and the embedded part 2, a No. 2 screw hole 9 is provided on the surface of the lower steel column 7, a No. 3 screw hole 14 is provided on the surface of the upper steel column 12 and the top of the lower steel column 7, a No. 4 screw hole 17 is provided around the connecting part 15, and a No. 5 screw hole 29 is also provided on the surface of the embedded part 2 and the concrete base 1.

[0033] For example 2, please refer to Figure 1 , Figure 6 and Figure 7 A reinforcement device is provided between the lower steel columns 7, and the reinforcement device includes a reinforcing rib 20. The reinforcing rib 20 is provided between the lower steel columns 7. Knobs 21 are provided at both ends of the reinforcing rib 20 for rotation. Limit blocks 22 are provided on both sides of the knob 21. A torsion spring 23 is provided between the knob 21 and the reinforcing rib 20. A through groove 26 is provided on the surface of the lower steel column 7 at the position of the reinforcing rib 20, and recesses 27 are provided on both sides of the through groove 26. The through groove 26 is provided to assist in the insertion of the reinforcing rib 20.

[0034] See also Figure 1 , Figure 6 and Figure 7 A second positioning groove 25 is also provided on the surface of the through groove 26, and a second positioning block 24 is also provided on the surface of the reinforcing rib 20. By providing the second positioning block 24 and the second positioning groove 25, the reinforcing rib 20 cannot rotate between the through grooves 26.

[0035] For example 3, please refer to Figure 3 A positioning device is provided on the surface of the concrete base 1, and the positioning device includes a positioning column 30. The positioning column 30 is fixedly installed around the concrete base 1. A positioning hole 31 is opened on the surface of the embedded part 2 at the position of the positioning column 30. By setting multiple groups of positioning columns 30, it is convenient for people to find the position of the No. 5 screw hole 29.

[0036] See also Figure 3 The diameter of the positioning column 30 is the same as the diameter of the positioning hole 31. By setting the positioning column 30 and the positioning hole 31 with the same diameter, the concrete base 1 and the embedded part 2 are not easy to shake.

[0037] A method for constructing a steel-bamboo composite column comprises the following steps:

[0038] Step 1: First, cast the embedded part 2 on the concrete base 1, then tighten the No. 5 bolt 28 into the No. 5 screw hole 29 to fix the embedded part 2, then insert the sleeve 3 into the embedded part 2 and adjust it to a suitable angle, then tighten the No. 1 bolt 4 into the No. 1 screw hole 5 to connect the sleeve 3 to the embedded part 2;

[0039] Step 2: Then insert the bottom end of the lower steel column 7 into the No. 1 socket 6 of the sleeve 3, and then tighten the No. 2 bolt 8 into the No. 2 screw hole 9. At this time, the lower steel column 7 is fixed to the sleeve 3. Then insert the connecting piece 15 between the multiple groups of upper steel columns 12, so that the two protruding ends of the connecting piece 15 are docked in the No. 2 socket 18 at one end of the upper steel column 12, and then insert the No. 4 bolt 16 into the designated through hole 19 and then tighten it into the No. 4 screw hole 17. At this time, it plays the role of connecting the multiple groups of upper steel columns 12;

[0040] Step 3: Then place multiple groups of upper steel columns 12 on the notch at the top of the lower steel column 7, and then tighten the No. 3 bolts 13 in the No. 3 screw holes 14 to fix the lower steel column 7 and the upper steel column 12. Finally, just splice multiple groups of upper steel columns 12 in the same way to form a building frame.

[0041] Working principle: In actual use, by setting the concrete base 1, embedded part 2, sleeve 3, No. 1 bolt 4, No. 1 socket 6, lower steel column 7, No. 2 bolt 8, No. 1 positioning block 10, No. 1 positioning groove 11, upper steel column 12, No. 3 bolt 13, connecting part 15, No. 4 bolt 16, No. 2 socket 18 and No. 5 bolt 28, first cast the embedded part 2 on the concrete base 1, then tighten the No. 5 bolt 28 into the No. 5 screw hole 29 to fix the embedded part 2, then insert the sleeve 3 into the embedded part 2 and adjust it to a suitable angle, then tighten the No. 1 bolt 4 into the No. 1 screw hole 5 In the process, the sleeve 3 is connected to the embedded part 2, and then the bottom end of the lower steel column 7 is inserted into the No. 1 socket 6 of the sleeve 3, and then the No. 2 bolt 8 is tightened in the No. 2 screw hole 9. At this time, the lower steel column 7 is fixed to the sleeve 3, and then the connecting piece 15 is inserted between the multiple groups of upper steel columns 12, so that the two protruding ends of the connecting piece 15 are docked in the No. 2 socket 18 at one end of the upper steel column 12, and then the No. 4 bolt 16 is inserted into the specified through hole 19 and then tightened into the No. 4 screw hole 17, which plays the role of connecting multiple groups of upper steel columns 12. Then, the multiple groups of upper steel columns 12 are placed on the notch at the top of the lower steel column 7, and then the No. 3 screw The bolt 13 is locked in the No. 3 screw hole 14 to fix the lower steel column 7 and the upper steel column 12. Finally, multiple groups of upper steel columns 12 can be spliced ​​in the same way to form a building frame. In actual use, by setting a reinforcement device, after the lower steel column 7 is built, the knob 21 at one end of the reinforcing rib 20 can be rotated to make the limit block 22 on its side flush with the notch 27, and then the No. 2 positioning block 24 on the surface of the reinforcing rib 20 is aligned with the No. 2 positioning groove 25 and finally inserted into the through groove 26. When the knobs 21 at both ends of the reinforcing rib 20 are located at the positions on both sides of the lower steel column 7, the rotation is stopped at this time. The knob 21 and the torsion spring 23 drive the knob 21 to reset and thus stagger the positions of the limit block 22 and the recess 27. At this time, the reinforcing rib 20 cannot be separated from the lower steel column 7, which plays the role of installing the reinforcing rib 20, and the reinforcing rib 20 increases the strength between the lower steel column 7. In actual use, by setting a positioning device, in the process of docking the embedded part 2 and the concrete base 1, it is only necessary to preliminarily dock the positioning hole 31 on the embedded part 2 with the positioning column 30. At this time, the No. 5 screw hole 29 on the surface of the embedded part 2 and the concrete base 1 is aligned, which is convenient for people to use the No. 5 bolt 28 to lock and fix the embedded part 2.

[0042] The above description is only a preferred embodiment of the present invention and does not limit the present invention in other forms. Any technician familiar with the profession may use the technical content disclosed above to change or modify it into an equivalent embodiment with equivalent changes and apply it to other fields. However, any simple modification, equivalent change and modification made to the above embodiment based on the technical essence of the present invention without departing from the content of the technical solution of the present invention still falls within the protection scope of the technical solution of the present invention.

Claims

1. A steel-bamboo composite column, comprising a concrete base (1), characterized in that: An embedded part (2) is installed on the top of the concrete base (1), a No. 5 bolt (28) is arranged between the concrete base (1) and the embedded part (2), a sleeve (3) is installed on the top of the embedded part (2), a No. 1 bolt (4) is arranged between the sleeve (3) and the embedded part (2), a No. 1 socket (6) is opened on the top of the sleeve (3), a lower steel column (7) is arranged between the No. 1 socket (6), a No. 2 bolt (8) is installed between the lower steel column (7) and the sleeve (3), and the lower steel column (7) is provided with a No. 2 bolt (8). A No. 1 positioning block (10) is arranged at the bottom of the column (7), a No. 1 positioning groove (11) is provided on the inner wall of the No. 1 socket (6), an upper steel column (12) is arranged on the top of the lower steel column (7), a No. 3 bolt (13) is arranged between the upper steel column (12) and the lower steel column (7), a connecting piece (15) is arranged between the upper steel column (12), a No. 4 bolt (16) is arranged between the connecting piece (15) and the upper steel column (12), and No. 2 sockets (18) are provided at both ends of the upper steel column (12).

2. The steel-bamboo composite column according to claim 1, characterized in that: A No. 1 screw hole (5) is provided between the sleeve (3) and the embedded part (2), a No. 2 screw hole (9) is provided on the surface of the lower steel column (7), a No. 3 screw hole (14) is provided on the surface of the upper steel column (12) and the top of the lower steel column (7), a No. 4 screw hole (17) is provided around the connecting part (15), and a No. 5 screw hole (29) is also provided on the surface of the embedded part (2) and the concrete base (1).

3. The steel-bamboo composite column according to claim 1, characterized in that: The second socket (18) is provided with through holes (19) around its periphery.

4. The steel-bamboo composite column according to claim 1, characterized in that: The connecting piece (15) is in a cross-shaped structure.

5. The steel-bamboo composite column according to claim 1, characterized in that: A reinforcement device is arranged between the lower steel columns (7), and the reinforcement device comprises a reinforcing rib (20). The reinforcing rib (20) is arranged between the lower steel columns (7), and knobs (21) are rotatable at both ends of the reinforcing rib (20), and limit blocks (22) are arranged on both sides of the knob (21), and a torsion spring (23) is installed between the knob (21) and the reinforcing rib (20). A through groove (26) is provided on the surface of the lower steel column (7) at the position of the reinforcing rib (20), and notches (27) are provided on both sides of the through groove (26).

6. The steel-bamboo composite column according to claim 5, characterized in that: A second positioning groove (25) is also provided on the surface of the through groove (26), and a second positioning block (24) is also provided on the surface of the reinforcing rib (20).

7. The steel-bamboo composite column according to claim 2, characterized in that: A positioning device is provided on the surface of the concrete base (1), wherein the positioning device comprises a positioning column (30), wherein the positioning column (30) is fixedly installed around the concrete base (1), and a positioning hole (31) is provided on the surface of the embedded part (2) at the position of the positioning column (30).

8. The steel-bamboo composite column according to claim 7, characterized in that: The diameter of the positioning column (30) is the same as the diameter of the positioning hole (31).

9. A method for constructing a steel-bamboo composite column according to any one of claims 1 to 8, characterized in that: The following steps are involved: Step 1: first, cast the embedded part (2) on the concrete base (1), then tighten the No. 5 bolt (28) into the No. 5 screw hole (29) to fix the embedded part (2), then insert the sleeve (3) into the embedded part (2) and adjust it to a suitable angle, then tighten the No. 1 bolt (4) into the No. 1 screw hole (5) to connect the sleeve (3) to the embedded part (2); Step 2: Then insert the bottom end of the lower steel column (7) into the No. 1 socket (6) of the sleeve (3), and then tighten the No. 2 bolt (8) into the No. 2 screw hole (9). At this time, the lower steel column (7) is fixed to the sleeve (3). Then, insert the connecting piece (15) between the multiple groups of upper steel columns (12), so that the two protruding ends of the connecting piece (15) are connected to the No. 2 socket (18) at one end of the upper steel column (12). Then, insert the No. 4 bolt (16) into the specified through hole (19) and tighten it into the No. 4 screw hole (17). At this time, it plays the role of connecting the multiple groups of upper steel columns (12); Step 3: Then, multiple groups of upper steel columns (12) are placed on the notch at the top of the lower steel column (7), and then the No. 3 bolts (13) are locked in the No. 3 screw holes (14) to fix the lower steel column (7) and the upper steel column (12). Finally, multiple groups of upper steel columns (12) can be spliced ​​in the same way to form a building frame.